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SUB202100026 Plan - Revision 2021-11-18
VICINITY MAP: SCALE: 1" = 29 GENERAL NOTES OWNERS: TMP 04600-oo-oo-oigB8 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE,VA229o1 TMP 04600-o-oo-oigBg BROOKHILL MASTER ASSOCIATION INC 455 SECOND ST SUITE 201 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE,VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o19138 D.B.5346, PG. 256 119.69 ACRES (PORTION OF) 04600-oo-oo-oi9b9 D.B.5512, PG. 303 50.72 ACRES (PORTION OF) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 27, 2029) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA202500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-oigB8-119.69 AC. (PORTION OF) BLOCK 16 -13.84 AC BLOCK 17 - 3.6.15 AC TOTAL = 29.99 AC PROPOSED USE: 135 TOTAL DWELLING UNITS (54 SINGLE-FAMILY DETACHED UNITS, 28 SINGLE-FAMILY ATTACHED VILLA UNITS, & 53TOWNHOUSE UNITS) ALLOWABLE DENSITY: BLOCK16: 19UNITS (MIN.)TO58UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 25: 57 UNITS BLOCK 17: 78 UNITS REQUIRED SPACE: B16 B17 TOTAL BLOCK i6 & 17 GREEN SPACE REQUIRED: 10.4 ACRES OPEN SPACE PROVIDED: B16 B17 TOTAL BLOCK i6 & 17 GREEN SPACE PROVIDED: io.6 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TOBLOCK 1g FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: S MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (2) PHASE OR A TOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: PARKING REQUIRED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT ONE (i) ON -STREET PARKING SPACE PER EVERY 4 TOWNHOUSE UNITS = 82 ATTACHED UNITS / 4 = 20.25 SPACES REQUIRED PARKING PROVIDED: TWO (2) OFF-STREET PARKING SPACES PROVIDED FOR EACH DWELLING UNIT TWENTY ONE(21)ON-STREET PARKING SPACES PROVIDEDALONG ROADWAYS BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS, FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID S1003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATES; TREET TREES EVERY 5o' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: io.6oACRES (35.34%) LOTS: 12.93 ACRES (43.21%) ROW DEDICATION: 7.61ACRES (25.38%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,7255f BUILDINGS, WALKWAYS & PATIOS I DECKS: 176,690 sf DRIVEWAYS: 4&600 sf TOTAL IMPERVIOUS AREAS: 468,015sf (10-74ac.) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEETIA. TOTAL PROPOSED UNITS:135 TOTAL PROPOSED AFFORDABLE UNITS: 20 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. CIVIC PARK GREEN WAY OPEN SPACE BUFFERS TOTALGREEN SPACE 0 1.8 ACRES 1. ACRES o.o ACRES aACRES 0 3.3 ACRES 3.8 ACRES o.i ACRES 7.3 ACRES !CIVIC/PARK GREEN WAY OPEN SPACE BUFFERS TOTALGREEN SPACE 0 1. ACRES uACRES va ACRES 6 ACRES 0 0. ACRES .o ACRES oa ACRES 6.o ACRES BROOKHILL -BLOCKS FINAL ROAD PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 16 & 17 I ® ® r t 000 0 PROJECT BOUNDARY FUTURE ROAD EXTENSION (UNDER DIFFERENT SET OF PLANS) : ` \ OT ®C / / �•^'��®® I OPEN I` SPACE00 "\ Lo i111 00 411 ®®®®® I ® I Lor \ �/� ®® Q-T III ]] /I 000 OCK /-� 0 1 ,'s \s` OJ ' Lor /, - ///q SIRE L �•, lam/ ®/ _ 7 �' Lr\ Lo v / 1 / E?� - - - / \ 1 � ® • ----� �!1 //• Lor �s `s (' �' i� r _ _ �t jOPEN ® I ® \ I SPACE ® I I ® \ / o ®.- / oo \� OPEN/ ®® ® // // �.✓ o • LOT\ `` L_ �, �__-__�, .o:\\ DTT /� / o / / //0 `r T '\/ orfi9 / / ®, .., LOT'\ 1/ Lor ® .•'✓` \/ o / o/'. �" \ O \ ♦ `, - 86 ®�\® j � j/.:. � SPACE"�(/\ \1 q E3 ' / �'� ® q/ l.\ ® _ ' \�\•�, I,: ' - Lor \ 5 ` / o o ® / ® /\'' Lor 35 �PC T J4 ✓ �/ � \....�•� ® ' i ��� �\\ 34 L _ / •J ' -- LOT OO , /, Lor I - b I OPEN ® ...-�.� i / ` I i/'.:I / SPACE Lg ® 58 / ® , / o/ `s `\,i"' C ` OPE 01 0 SPACE -,we,0 ® / ZO �.. /`�®®o / �aasJ��pG \ U6 BOUNDARY NOTES: i. HALSEY AVENUE WILL BE DESIGNED TO THE "FIGURE 9: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. z. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. 3o NATURAL BUFFER ALONG PROPERTY's PERIMETER , I \ \ 1 I II SHEET LAYOUT SCALE: 1" = 100' S Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 1B PROFFERS z OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUTPLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 24 NOTES & DETAILS 15 NOTES & DETAILS 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 ROAD & WATERLINE PROFILES 19 ROAD & WATERLINE PROFILES zo SANITARY SEWER PROFILES z1 SANITARY SEWER PROFILES zz SANITARY SEWER PROFILES 23 STORM SEWER PROFILES 24 STORM SEWER PROFILES 25 STORM SEWER PROFILES z6 STORM SEWER PROFILES z7 DRAINAGE MAP 28 DRAINAGE CALCULATIONS 29 DRAINAGE CALCULATIONS 3o LANDSCAPING PLAN 31 LANDSCAPING PLAN 32 SIGHT DISTANCE PROFILES 33 SIGHT DISTANCE PROFILES 34 SIGHT DISTANCE PROFILES 36 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT C EXISTING VEGETATIVE11LANDSCAPE BUFFER _ -� GREEN WAY BUFFER -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN �4 PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING -------290------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES EMMMMM PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO O © ® 100 YR. FLOODPLAIN Lie. No. 035791,11 ;, 11/12/21 114� Z z 0 �' 0 z O to V) a C O N w F z u o < H U u a / _ < o /W u Ii In F_ z LU E f O I F O d1 u a z 0 u J w CID J LU w a 0 W V) LU ce 0 Z`'' M N z M N Q W� O 0 N W > Q LU _ j z LL ll> VJ ' LU F ON I..L 06 LU _t%O O Y LU U Ln D O LU m LU F J c J F_ _ LU J Q o1-1 ONm U W LU tea' w _ a to JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section g P 8an gn section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a Per "market -rate" dwellingunit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 "Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rtY seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand 1000 total units are constructed in the P ( ) Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing es including but not limited to for sale units rental units J 8h variety g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebu ers. The Owner shall provide the Count or its designee a period of one hundred twenty Y P Y 8n P (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 upon written notice from the Owner that the ) daYP period shall commence P unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P P Y PP 8 County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (11) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1) CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 SCOTT/R. CULLINSZ Lic. No. 035791,E P 6/2/21 c`j Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally, The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after zo the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County J a has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) a Owner shall be relieved of any obligation to install a traffic signal. 93� U En Co 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 W property: p J a m F- A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w design standards for a Class B- type 1 primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and W N N maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear ¢ N ry a notation that the Greenway area is dedicated for public use. If, at the time the County requests o dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project � P J 0') for Parks and Civic Spaces as described in the Code of Development and generally shown on the P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance ti co z Page 4 of 11 C'7 0') N J M � 0 i N Q O Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. > Q % Within one year after written request by the County, the Owner shall dedicate to the County, by General wJ Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or _J ~� such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School > Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements w or warranty as to suitability. � 1 n o T, U) 9. Historic Resources. _J LU Of � A. National Register of Historic Places Eligibility. The existing BrookQ C6 hill dwelling is eligible for the LL. National Register of Historic Places. Owner shall address any adverse impact to this designation = 0 as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), U T� which is administered by the Virginia Department of Historic Resources (DHR). ' ^ B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on V / the site plan or subdivision plat for the area to be developed which contains such cemetery or L1J cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County , Director of Community Development, or its designee at the plan or plat review. — v C. Greenway Area Woodlands Woodlands Camp. There shall be no land disturbance by (honer or by any of its CO O licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y J the Phase I Historic Resources Study for the Project. W W MM ThisProffer m n m x in number f h f which shalloriginal [1J Statement t a be executed an umbe o counterparts, each o w c sal be Y Y IP _ and all of which together shall constitute but one and the same instrument. J � J U) �1 J_ LJ [Signature Pages to Follow] 01-1 O J < Q o�/ Ocl O O N U 0 O Page 8 of 11 i >r R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS- a \ PHASE II R AD A O W YIMROVEMENT 5 PHASE INTERSECTION IMPROVEMENTS Z O IMPROVEMEMENTS / O PHASE I ROADWAY IMPROVEMENTS PHASE IV INTE RSECTION ON IMPROVEMENTS / Aro w / 0 t W % r wwGAouxDS Row/ _ . E� f pDUN' TREE Rr' PHASE I INTERSECTION PHASE IV R ADWAY ' MPROVEMENTS IMPROVEMENTS GUR BROOKHILL TRA C PHASING PLAN , rt UpF ) P �ev Sru&cl . qSy \ � � oOoe�Ul I � qD F-, - �. \ ).\ ♦ CRp59.D•LK DEBTR)\ \\\\ I _--e cl \ \\ \ T Q, - OANCREIECO ALn°pr° \ PROP05 VDOTRD0DUT 9\\ 0 \ l" IMPROVEMENTS-SWM P(!0 O: Of ..ppROPOGEDS \ �R. \Y MONG CONNECT RRO� \ \• �� z F SED LAN F AL GCONNECTOORR"X a 1 (�) ) i PAIH PROIIIPOSEDPAVC I E " Y Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(.)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WDH B75OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM SR' OF STORAGETO 20e OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (0 LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITHip FEETOF STORAGE INTERSECTION 3 • OA RIGHTHN /RIGHTAU ROADWAY E TRANCETOROUTE2S • CONSTRUCTSTRURANORTHB OUND RIGH TURN AN EON US 19 WITH xoR' OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY OADWAY ADWAYTOPROVIDE URN TURN IANE I (TED MEDIAN T LANE • PROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS __ ____ INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE(x)LEFT- TURN LANE AND(.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUNDLEFT. TURN LANE ON POLO GROUNDS ROADWAYWNHx&OFSTORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 ��CHARLES R.//31A GH�l7 By: �'ELtQ_Y.•clUl �*.s,.#. lYV-OLW .� IZABCTH ANN OGL BYY I UGH Dale: x rZa 117 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: DOUGLAS B. OGMBY, TRUSTEE Date: 5- W—/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY- Yt�n EA�J iU C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 '�/ /hq:;' ;'4/ NOTE: POLO GROUNDS ROADWAYANDL / �/ j..... SHOWN IN THIS EXHIBIT IS FOR ILLUSTRA FINAL DESIGNAND LANE CONFIGUMTIO / + ROADWAY IMPROVEMENTS WILL BE IN A, APPROVEDTRAFFICIMPACTANALYSISAI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) 29NVERTED RETAINING WALLOD CULVERT H=WALL SYSTEM PoC0 - O t I ^� L SALAMANDER T N U NEL 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i • • � � //AAA', vY� � iIr •� i i i HPROPOSED .- SCHOOLELEMENTARY Ell SITE I FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /— AA£dal.,,& AnnO. Haugh,' Its President y Date: «y V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: Q.t 4 0. r-J. ` 74 Ann O. Haugh, Its President Date: %!21L 5; ao / 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup rsors ft Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndrevffloFGinty, Its President Date: S 23/2o raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Taylor, is President Date: �rW I q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and 9 , WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9 10 and 11 2018; p ry 9 9 9 , and WHEREAS the public comments received b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors , Y P hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Ave Nay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y SCOTT/R. CULLINSZ F~ Lic. No. 035791,E Z z O a Lu 0 z O < (A J Q O En z � w � u W W W IN N N in W z ^J I..L O LL- H� JJ� U) l� 0LLJ 6 LL LL ilI'D O TI � O m xJ•J� 1\1' i O co J ti u ~ w w i (=n JOB NO. 182150 SCALE SHEET %A o. 1B ,TH OFIl SCO I C. 0. 035791 n f PROPOSED TRAILHEAD ACCESS ARE, B.- uLC VA ^ ' c3 t4: Rb _/ ��� PROPOSED ASHWOOD BOULEVARD CONNECTION 4�' �-_ UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT RNR i? Fn Z Z SI �y rn W Z ONAL E�Ol PROVIDEAND A PEDESTRIAN OAD CROSSING TO 1 v2 vO� \ R MORE INFORMATION O REQUIRED BUFFER c 1 ACCESS THE MULTI TRAILWA \ _' 90 \WOODw a -USE \�/ `- 7 Q ,- Lu W FOREST LAKES c v l7 2 Ix o NEIGHBORHOOD ` I `' L� Z z Lu f f+(• SITE w W IMPROVEMENT 4665 1 n Q p - -' c R]O S SWM FACILITY # 3 COUNTY OF e o' MIN. NATURAL BUFF R 3 u EMARLE ROPOSED PRIMITIVE TRAIL WITH j \ R OgO�CS UI Z Z � U W ���111 F O 0 CONNECTION TO FOREST LAKES Elip� - Ha _ PO�Q GRObNOS c73 < O Cd i "° , ,,, �� PROPOSED •, ( R) �I -�" �'-'� I•� -, ALBEMARLE COUNTY - - RESERVED STEEP SLOPE OQI ROAD ,�, J < O cz /r/��� �Z _ a_ v PRIMITIVE BLOCK 13 TRAILWAY O ) Ill v P (TY .) O, o u 1� f—'� Z 7 ° z cJ m m •- TRAILS in VICINITY MAP: SCALE: 1" = 2000' J o m � DEVELOPMENT ')�` o, I� .. , B AN COURT 31 1 1 // - \ i o Z Zda �.7< 0 o J a o w GENERAL NOTES I / , r s. s AREA(TYP.) ,o. AREA TYP. - Z '\ ~ > z w ' z E wI al �' OWNERS: TMP oy600-o0-oo-oi800 TMPo4600-oo-00-018Aa w a : BLOCK 15 ,�^ - _ � In � ��� -, .', �I I 6 _ HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. m a 5� V n" S,�LjJE Rp PO ��/r ,-.:q Kr,';^ j - , ; ''` ` 435 PARK ST x5755EMINOLE TRAIL Q T.M. 46 - 286 I `� n , `4 , '" x ,�' _ i) ' CHARLOTTESVILLE, VA zz oz CHARLOTTESVILLE VA zz oz 9 9 z E' HORNE LAND CORPORATION � - ,� C O �`: ': - ', I �� ` �...::' • � mil- OPEN TMPoy600-o0-oo-oigoo S W 0 � k v SPACE �" CROCKETT CORPORATION C/O HAUGH & HELVIN z0 w V) \ - - i - - \ - t ,, •� -- " i" / �; (TYP.) / ' 435 PARK ST CHARLOTTESVILLE, VA 22901 C7 (7 in u w gV^ 'C ! PROPOSED CIVIC SPACE- �� -� z z _ EASTERN POCKET PARK I'Fp ' DEVELOPER: RIVERBEND DEVELOPMENT, INC. O O O ... BLOCK 14 h.I�rv. - EXISTING ioe-YEAR °'�,i I,� , (LOCATION TO BE DETERMINED �` I O ` WITH FINAL DEVELOPMENT PLAN) 455 SECOND STREET SE, SUITE 40o CHARLOTTESVILLE, VA 2z 0 9 3 W w W w u z `• FEMA FLOODPLAIN (I YPJ -. - _�- "- I ��`: �,� z — — - PROPOSED VEHICULAR O ENGINEER COLLINS ENGINEERING Ln g ___ ," _ — °• ---" - INTERCONNECTION ACCESS TO THE MERY Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 Z z O z c� O O �n p �' ; - �. �' "%%' / AL FER N. NATUR BUF o'MI ' Q m o w z w a w N o N 0 ROUTEz9 -`cli iI1 r (� EIGHBO RIDGE NEIGHBORHOOD o TAXMAP&ZONING: 0 600-oa-oo-ol800 0 600-oo-oo-oi8Ao 0 600-00-00-oi o0 4 1-•v p ~ Q IMPROVEMENT PATHWAY - - _. - �,° - e ,rs, ' OPEN - / A A O D B.7 1, PG.6 o D.B.i PG. 3 9 333, 45o D.B. PG.6 o 732, 90 V) I --I U w w �i f cOi f U f - R PO D IVI SPACE k SPACE X, fir ` , " / , / ALBEMARLE COUNTY r - 1 �� �'� R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL 0 I- Z oC 0C w W w z 0 _ (TYP. BLOCK 11 GREENWAY + ' 1 R �•av °- ,� - MANAGED STEEP SLOPE F / (TYP.) TOTAL PROJECT AREA: 0g600-oa-oo-oz800 - 42.55AC. LL z z ROUTE29 IMPROVEMENT ' ;'< (TYP.) ` ✓ 'f- * 04600-oo-oo-oiBAo 27.29AC. o46oaoa-oo-oigoo - 2o).66AG S d g a I SWM FACILITY#z I' li -,. �; - ' - GREENWAY GREENWAY JZ ---- °_, < - ! -� `� � (TYP.) ERpPO BLOCK 18 , - G n J %` r / - � O z77.So AC.TOTAL 0 w 0 w 0 = .�° PROPOSED 50' BUFFER, I' (TYP.) `- ,, - � I •r.'/ PARK" / a°"� ;; °_•, a `.. I - ,. - . J ,-/' �CzE�' n �• S �r PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT �i Tii cc 4 W AROUND VDOT STORMWATER MANAGEMENT POND � ) -" r, i \ �! ,." „ ` ' EXISTING ARCHAIC WOODLAND -' .��, -'� ''.+° �:, ` '-.., C ;� I P -- - j� CAMPSTEAREATOBE RESERVED / 'tw ' DEVELOPMENT J i � :A (TYP.) �`� �� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY2m5. z a � � /� � BLOCK 16 BOUNDARY INFORMATION WASCOMPILED BYLINCOLN SURVEYING ON MARCH ], xo15. p N 0j. (� �� cohL 7 Z w=\?`\ EXISTING Zoo -YEAR --- / -� - DATUM: NAVDig88 C7 OJ..�,,,�.s.. 0 �_ _ EAM BUFFER (TYP.}°. ° ° \ e FLOODPLAIN (TYP.) , °•� �-I S UTILITIES: COUNTY WATER AND SEWER N J W W BLOCK4 O ` ___ \ ` i ��� ,1 ', ' / � ! �-�--! --_I FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 52003Co28a❑ M PROPOSED RIGHT IN -RIGHT n< z -- \�' 1 �� _ BLOCK 4 • , .1 �` -- I'I� -��'' ,-' „ ` DATEDFEBRUARY4,20o5.INADDITION,ADAMBREACHINUNDATIONZONEEXISTSONTHE w I- Z� � a INTERSECTION IMPROVEMENTS. F < SEE BROOKHILL TIA REPORT O ��y )'MAINSTREET' u �. ` ` I \ '^ram ' ! TRAFFIC CIRCLE/ROUNDABbUT MAY ALBEMARLE COUNTY _, '� ` '--- _ _ \ 1' / ` PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. a 0 + Q FOR FURTHER DETAILS, O BE CONSTRUCTED AT THE �� /, _. M ONTGOMERYRIDGE 3 PRESERVED STEEP SLOPE BLOCK 5 ! \ NOTES: N a L'iBOULEVARD ^' INTERSECTION OF MAIN STREET AND (TYP,) s,, I THE NORTH/SOUTH CONNECTOR ROAD L' " :� BLOCK 3 r NEIGHBORHOOD 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. CD 0) rn O Z OPEN ' ¢f< < 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Q L. _ ! SPACE s _ OPEN - 5� DETERMINED WITH THE SITE PLAN PROCESS. 7 L N N ce - (TYP.) 1 i •+� i ;,Y SPACE ✓ ;` 3- ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ` ` -.. _ (TYPO ,; - , -' Sv". -"� (�--, O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J 1 J -�- i•.- BLOCK ) I EXISTINGZoo-YEAR PROPOSED -'; OR FOREST LAKES. 1L % Lu s T.M. FLOODPLAIN (TYP.) j a< tt RIMITIVE a I 0.r �y -- I I 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WESTCONNECTOR ROADTO POLOGROUNDS ROAD BOTH REQUIRE FILLING WITHIN - LLl 7 46 - 28D ) o TRAILWAY 2 p� O --' L_ - CRAFTON CORPORATION BLOCKz REA jr, a �� O F.2 Ir.- THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. J J Q j BOUND RMEN�P ) \; _ l �S ��pV y > 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN L.L� � cc G -� _ PROPOSED NEIGHBORHOOD CENTER ( •� �` -� - �' �� / r -- ACCORDANCE WITH ALBEMARLE COUNTY CODE28 iz EACH PRELIMINARY SITE AND 4 SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE l^ J __ (LOCATION O DETERMINED I WITH FINAL DEVELOPMENT PLAN.) 1 _,_ _ _ _ _ _, ^_ _ _ _ a - „ BLOCK 1% lz.>y— (: ` IMITS OF PROPOSED REZONING y 1 � � -��� 1� I I. m `-� f ( � 1 PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP Q u 1•.°.I w J Q t � - _ ( I — _r F -. ��' y (_,-' INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z 7 � O T� w PROPOSED ioo' BUFFER ALONG RT. 2g 70'NATURALLANDSCAPEBUFFER BLOCK �t I . n ACRE HISTORIC e 1 �. - �- BROOK HILL PARCEL BLOCKS BLOCKS t `� i _-t ''. �_ \ 1 ` SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OFTHE SW L (/� �-I J O & 3o' LANDSCAPE BUFFER _ _ ;. ALBEMARLE COUNTY �_ `I'c '~�--�J AMENITIES PROVIDED IN EACH PROPOSED CIVICAREA L J NOTE: A PROPOSED MULTI -USE PATH " ti APPROXIMATE LOCATION O HISTORIC MARKER FOR THE •� ) ,� 1 AGED STEEP SLOPE ��� (TYP.) GREENWAY' ! f g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASESTO ALLOW FORADDITIONALAREATOACCOMMODATEUTILITIES,STORMWATER J=l Q if J J IS PROPOSED BY VDOT ALONG THE �I ROUTE 29 FRONTAGE OF THIS ! `" '� k° BROOKHILL PROPER r f (TYP.) ; ,, . \ r -' / N ` 0. + ; _ :, ' ��� > : �1{- MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARYFORTHE DEVELOPMENT. I^ Z I --I C) TI F� PROPERTY. PATHWAY TO BE '' ' �'���- �� p%J ' PROPOSED20'BUFFER �,•^'J" `y a vS, �— ao. CONNECTION POINT�ONTHEAPPLICATIONPLANSHALLBEAFULLVEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE A ¢ LLI I /n Y LOCATED WITHIN THE VDOT R/W.'� ,� -�""�•+ICa -l. / - °?•� ,' LOCATION OF EXISTING ' ' ' '� PEDESTRIANIBICYLE ACCESS CONNECTION. n. UNIFORM Q f°•I i LIJ �./ O O BLOCK 19UNN CEMETERY TO ' REMAIN 1 ! 2� MANAGEMENT FACILITIES DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. U LOCK LINE (TYP.) >• y;; NOTE: ALL STORMWATER LEGEND Z �J m ' I BLOCKfi "' AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. O Q BLOCK 8 ALBEMARLE COUNTY. `� \`"' ,r / `, " S GREENWAY PRESERVED SLOPES Z Q 1L Z tfi (n Lu I � PRESERVED STEEP SLOPE ry ROPERTY BOUNDARY (TYP.) NOTE: AREA WITHIN THE i°o' BUFFER AND OUTSIDE THE EXISTING TREE I O ' (TYP.) - _ BLOCK L - - 7 \ VFE 1 ,, .o° a. - _._-- - , - ® VEGETATIVE BUFFER MANAGED SLOPES ® OPEN SPACE O Z w w M W O � LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES2 FORESTED BUFFER REQUIREMENT; TS I I XISTING Zoo -YEAR t'. '-' / DEVELOPMENT LOODPLAIN (TYP.). �+ � AREA TYP.) Y, , ING BROOKHILL L OF i9TH CENTURY ( ` USE TO REMAIN •.....•••••. .° ,,.. h._ -- -, ., WITH HOA APPROVAL, A lo' MULTI -USE PATH SHALL BE EXTENDED TO THE ENTRANCE OF - GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J J �- ~ C� �I Q '°•. s k 3': ' PONENTS OF BROOKHILL " BLOCKS ^ r I DEVELOPMENTAREA I MONTGOMERY RIDGE. THE HOA WILL NEED Q TO APPROVE THE TRAIL AND EXECUTE ALL -__ EASEMENT DOCUMENTS ALLOWING THE --- - ,� i PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL � HISTORIC HOUSE&THE igTH CENTURY COMPONENTS OF T 2 �• _ T � � BOUNDARY (TYP.) _ CONSTRUCTION OF THE MULTI -USE PATH i t } '�- BROOKHILL W EXISTING 2oo-YEAR FEMA FLOODPLAIN (TYP.) 1 • ,,;. j� �,,�'/---� \ _ ---- -- ON FICA PROPERTY. —_—z� O 01-1 OPEN I / PROPOSED w' PAVED MULTI-PURPOSETR IL ., ! / -' io' MULTI USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY O O --._ - (yp) - ,.---, %-' THE NORTH SIDE OF POLO GROUNDS ROAD COm Wl' ,,I epar[meni PROPOSED TRANSIT STOP- TO BE INCLUDED WITHIN OR Q � ', ' / / FIIe# * ADJACENTTO THE NEIGHBORHOOD CENTER. FINAL • e+y �" IT 0 ROPOSED PEDESTRIAN TUNNEL - l•L LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION , Ap roved by ° - DL STOPLIGHT. _°•+.'e-. -t ��` pRK ; Su erviSorS UjN� w�R p o0se EXISTING ioo YR FLOODPLAIN O O M W SEE BROOKHILco ORT ' '- ,) ti I'`; - -_ POLO --_..._ - PROPOSEDIMPROVEMENT TO STgTERTROUNOgRO 50 NNP� �- Dot _ _ t (\� FOR FURTHER DETAILS s( • h� 6 --" URNLANGROUNDS ROAD FOR '- 643(D AD(So' -" TURNLANES-SEETHEPOLO B-a6) RtvP / ...... STREAMS DUNE 15 2015 ��# •-' •..,. e ° "•'y "`°'"' -' GROUNDS ROADWAY /7 / - anner * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w _ •_ 'sae + ' IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30'BUFFERALONG L/ _\ GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE U F- _ C CASE ;: FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED - POLO GROUNDS ROAD no' MULTI -USE PATH w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. ,t+" zoo 0 zoo ao ew it I Cr w _ ? y SEE PROFFERS FOR FURTHER DETAILS 4.46 .. � PROPOSED LOCATION OF HISTORIC MARKER a cn JOB NO. t - i8C t` __ _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION -- - ( IN FEET) \ / SHEET 1 OF 1 182150 -_-. - SEE POLO GROUNDS '- ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. _ /' 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE ���/// SCALE N.T.S. SHEET NO. 2 III III tl/I/ �I 1 a I it (y) ry aaa N H m �ry ma cq cri loo= II II FINAL SITE PLAN APPROVED JAL SITE PL, APPROVED FINAL SITE PLAN APPROVED 4/23/2020 II I i1 I / RNRI AY �- / / \ \ 2� _ - - 1\ N OpDBO `` I - __------ ---- --- � 0 . /' C '\ � U/ / �\ `--------_ \ -�- / _---__- \'1 \ H OFTl 0 / \ \/ % 9T '" % H4yppp ------ ---- -� /j; - /-' \ � �" e` I \1SCOTT R. LINSZ No. 035791,1 11/12/21 � I0NAL Q��L-- 1 \� � I I I I I I I _I- 1 ✓ / ' O '' \_/' J I I I \' _ / / I 1 ' Q \ f 1 0 \ I 1 BLOCK 13I� ,-J I 1 \ o I \ \' -- BLOCK 15 J 0 0 \ A AN COURT 3 � I w 1 1 �_ O i r a I � a a \ Q \ 1 F ¢ to to I '1 _ 11 1 � � � a a WI -I BLOCK io =_ / o Z Z v I /- ��\ Z, 0 o a o 0 \ , \ > � Z J J O` o O\ \ N� �' i 1 a' LU LU - DP202000008� a a INITIAL SITE PLAN w w APPROVED-"o3/06/2020; �;' �O I I-- \� A_ W a s SDP202000082 � � ,' \l � l � i � � p p // I ` `\ I '�\ ' � w w I 1 v > > \, BLOCK 12 BLOCK 18 I- _ - - ---- - BLOCK 14 ,� ,' =7v `� � �, / / / � ✓ / 1 v 1714 1 Rp0 N rq O i I 1 - / r ,1, / MW 0 `♦ ♦ \Till __ ��0 --- _ ice °OOOO \ / �--- _----_O , I 1 Qwft ROAD PLAN ♦ ♦ e \ I su62o17-00117 ? ♦ -oft BLOCK 4C 1 \ °° ° /� O\ \ - -\ \ N J ° III 1 ' / 15 e ro // // /� O \ \ / / % I BLOCK 3 I I e` I e ff / BLOCK 1B \_-/ I CD 1, SDP2020000 O � // ° _ � I ,� ° '1 ' � \ O I % CD O INITIAL SITE PLAN I ♦ ♦ a ♦ i o o 8 APPROVED I li o // o - I I BLOCK z O \ -- ---- % I Q J (SDPzolg00078 I �:... `\� o .:0 ` _ } ' `� 7 �\ �'1 I I `� .. Q INITIAL SITE PLAN APPROVED-02/21/202o J z ' I I SDP202000035 ` \ X. - /. / �/ yam/ __ --J I J I --I I FINAL SITE PLAN ROAD PLAN B K 3 o o _ _-,\ APPROVED - 01/05/2021 SUB2018-00115 201 00p° `I _ I0Q I �1 _ > L.LI U w______ C I l0 w C 021 = INITIAL SITE PLAN °°Q B K o I^°°°o SDP20280004g _ �I J w S TE PL o BLOCK AREA SUMMARY QT C6 Q 1 - \ °° IY LU e �. _ ' e _ - I Development TI 0 ° I _ Greenspace/ Amenities (ac) t 1 " I Area Per Area (Roads, Proposed J - Proposed °,e1 �l \ „ ,� Block Land Use District Brookltill Lots, Buildings, Development 1 I / COD (AC) Area (AC) Parking lots) Per Area (AC) LU Z I ` BLOCK 19 1 I I o (� i 1 a COD(AC) Civic/ Civic/ Open Open Total Total � � / Greenmy Greenway Buffers Buffers ,° P - U �I, rI 1 BLOCK 6 ° a I° Parks Parks Space Space Greenspace Greenspace I °° Required Proposed RequireProvide _ 1 ° 11 Required Proposed Required Provided Required Proposed U) O 0 o o :I 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 J � \ °° e e 1. a lA Neighborhood Service Center 1.24 0 0 0 0 0 LU m e .0 j 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 BLOCK 7 O\ °° °°�- - z J e 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 �/ \ 0 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 1 Y � \ o °°e r - - 3A Urban Density 3.3 H� �� 3B Urban Density 1.8 \ 5 P201800054 o \ 1 INITIAL SITE PLAN ' o / 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 LL) \ / �A APPROVED -o9/o7/zo18 v� �__-_ 4A Urban Density 9.98 7.17 0.86 0 0 1 1.43 1 2.29mmi S SDP201900015 �� 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 1 1- I, PLA i 0I V 0. 4C Urban Density 6.58 - 2.31 1.46 0.85 I,/ Q O / 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 0 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 _ I jyya57 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 O C) - o_ .°D'° / 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 t� �Ol �\ i� C,°° .0. 0000 STATERT. 43(1 RO eT / 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 °°000e° e%°,ee ,e,°°o°°epoo 643(D,g 4ga p(�63)jeO°°oo°`°ee° 1 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 LEGEND: 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 w „m11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1Of 1.68 0 0 10.7 11.81 x eoe�.000 PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT / / a to o- (APPROVED INITIAL SITE PLANS) 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. 13 Neighborhood Density 11.7 9.7 0 1.4 I . I 0.9 3.4 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 14 Neighborhood Density 1. 4.7 0 4.1.0 6 182150 ae°=i (APPROVED FINAL SITE PLANS) I 200 0 100 200 400 800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE e� PROPOSED RESIDENTIAL DEVELOPMENT 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.1 0 1.1 3.1 4.6 , I ) �/ (PROPOSED INITIAL SITE PLANS) I 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5 0.2 0.1 7.3 6 1 =200 \ IN FEET " 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ( ) ' 1 inch = 200 ft. 19 BrookhillHouse Parcel 3.2 3.2 0 0 0 0 0 3 Total 223.9 174.5 168.8 106.0 10.3 3.25 53.6 31.01 28.8 20.05 16.0 12.28 108.7 66.59 F I \�\l\ \\\\\\\ \\I\\\\\�\\\\�\�\�\�\��/ \\ \ �_�'- )1\ \\R \ /. \ \ \fi_l\ / / �/ Y 11\ \\\� \\\\_ ,____-0-- _� =-- _ jam /) i -- - - <'.- /// I I \ v �v A 7 NOTE: /� _// I I vv v v v _� � 1 I v v� C� ► —� //� ��L��_ _ __ /� �� — vvv/ / I / // THE CONSTRUCTION OF THE PHASE II POLO GROUNDS ROAD IEW) // I 1` A 1 1� % ' I - / V A V , / �/ / ' .1 I ' - - � y`�' � i '� v i ) I I / p / / / / I /l /» y �\ _ t / \ / / ::.:.i:1 ��:.;::_ \ \, / �� I 1 \ \ r I / IMPROVEMENTS (PROVIDED UNDER A SEPARATE PLAN) IS ///// r--- // l I I L1( L\- ` - � � i I \ \ � // \// / >.,.*.� ... .. \--�....., , ��.. -- _\\\\\\ / I III // \ 11 / — / / l /// IIII �\ y� � '� ) \\\ \\ \ \ ��/i/ :>'F:1'� \ » � =_ ..' ...I / —/'i — �\\\ � \` / / I I ! REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF SCOTT/R. c�LLINSz \CD IIII �/ --_ / � / 11 I l �\ \ \� �y \ _ �. - — -- \�\�\ 1 \ OCCUPANCIES FOR BLOCKS 16 & i7 OF BROOKHILL. _ U Lic. No. 035791� II I I (43 q3 8%///// /// / C� �� -��. -\� -� \ �� / 1 \ \ - - // �.ry�'�'.�J'.'` / /r, // / / ---- \\\'\ I I T - _--. Itt / / 'W4 \ III III \ / ,f" // l/ ,// �- \ ��-- •�/ , I t �{ a T t? ... B / / — — IIII \ / I' 1 I' / / _-- \ o� i11221 II I I - / // /' '\/ C — / I " .. i r r. / / /// / r �— \ '' \ ) ) ��-^ \ \ / / -1 / ) /� - \ \ \ \ -- -) \ �fi / I OP Elre,. v m n r - A,T % r\ / \ i j _ - - \ . - - � ti NISI TiY1444L l =-- \ / / \ /� ASSO IATION"IN®a' t1. �'. / / / / - \ \ / / // // 1 I/ \\1\ \l< // G � Lam\\\\� �- � � / \ ''✓ �/ D.B.5512„'PC.130 �" �' �i. �i./�i•i%-.-.> � ; / /l�/ / / / / -_ \ \ �- / // // //0 / �! - � - / 50.7?� ACRES / ./ -, , r :� i.'. 1, . ii- - / \ _ / / / _ \ // 111 \\ \\ y\\ �` � % \ - �� ; = ' �/ - r � = . / / \ \ / , J / - /// / \ , \\ _- EXISTING STREAM BL _ / \ - . 'I `''' / -; - �/ / / / \ �_I --- ill / l � //// / / /// \ \ \\�\ , - �� 1 \ \ \ _\ \ \ \�� \ y '.,ice-- J / / / // . .J.,l J,�y ,/,./. .�+� 4. J.� //�/ __ J / / / l l / - / / - �. % (I l / / /11 // / \ \ v A A L \ v X \ - . . ',� !' + . /. F .J �/.Y i l% - _ • Y / / - / l l / / / .� a� / _ / (I I / / / - I Z i 1) \ k � / v� 1 .1.. ���.Y�/.�;�� /'!i '� ✓ / / / , ,vim✓ ( [/ / / - - »- � 1 j- - / - �"� / ./// /- I r / -FUTURE PUBLIC GREENWAY TO BE DEDICATED TO � - 1 / / V A \ \V 1 / �X /� / / / _ \ — i i i/'— \ V 1 — - /r >' ' Z. �`�',I°'i �' C �, i // /� / —*cs� ��� V r I I I / / v / VAA IIII < < - - - V A - \ _ ��� � 5_ _ - - _ j - / / /� / � ' / / / / / / i ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, - �- - - \ vv / / / / / / /- / / - + / / / _ - A A �v � _ _ -�� • / / I I l / / / / / / PER PROFFER #z OF ZMAzoi8000iz / ( - I I I I / \ \\/ 1 \ \ \� \ , \\ \�i�r �\ \ %l f 11 r // / / / / /i / — / // / / / / /' / - - - � I I \ r \ \\ ` -\ - o / / // / I / / / // // // ,/ - --- / / / / / I \ < �\\ " \ \ — \ '\ \ \ \ �__ — \ \ \\ •` o .. I // / r i // // / / seer /i/ �'— -- � / / / / // / / l '`-' `— �`'\" �� / l J I / / / (/ / / // /// ✓ / / - -- / // / / / O \B OCKz \�\ \O \ _ r / / / / -i r / -- -- / K / / \\ - _ —;��� 3 \ LIMITS OF FEMA APPROVED_ \ \\\\\ \ \ I ` I / / / - _ _ / / // - - \\ \ = _ _ � \ Oo \ ' LIMITS OF OPEN SPACE / / / / / // 'i / / / / r / i / l / \ - \ / / BL 1$ / / / / / \ \ - - - - -_= \ \\ \ �� \ \�\\\ \ `� b ' \ GREENWAY PARCEL' / ///�/ / / / / / - / / // // / \ - - / // / / / / / / \\\ \ _ -\\\ \\ i o YR FLOODPLAIN_ \ \ \ \ \\ \� ♦ ": / / i - / - \ �. / / / / / / / - - - - / / / / TMP 46-h 9DE� - / / / / / \ - - - \ \\ \ ) \ N - - - -,!' \ \ \ \ \ \1 . \ . :. I l / / / / / / / / / / / \ / // / NNlF-CROCKE3 3 CORPORATION _ - / r / / / / - v vvv vv v - - - � V � \ \ v o A - I / / I / / / / / / � - - / / / / 5346 P6 256 i - � � - - / 1 / / / / I� -7 vvv vv v� IIII V - �_ -Z\ v A \ v , , I r l / / / / / //// / / / / "e, / --- , / , / / i - / /l ��-- /� / / / / p J \) �,K � "v�vvv� - \ 1 \ vLIMITS OF SUNNY ' ® Il � 1 I II%(I I I I I I I I / r // / / �l/// / / f -I , " -- --_'/i // / --- �� �j A / // / / I \ \, \\ \\ \ ) \ DAY DAM BREACH I \ / I / / / / / B�OC 1 / / / / \\\ \\ \\\ r \ r I / I 1 �r �. �. ... I I ( / // / r—'i i+�'— "0/ •�'�v' as / v , v vv / 11 �I I ////�, ( \\�\\\\ IIII I �I / / / / EXISTING SANITARY SEWER AND / / / / vvv A\ \ V / / I 1 I / ) / // / /// / / _/ / / {� , \ 0 / / zo' SANITARY SEWER EASEMENT \ I I I / ✓ / / _ I v \ / / ►I I II y I 1� I ll% / i/� /l //�/ / / / /�/ / / ---v\ Z o v0i / // v�-v�lAI\1 / /� / / / / / / /� I I �I III / / - / � )A1AI / / / f� o / // /// / I - /II I/I / / A 1 / / /-v v V � � I // /// // / / I / / � \ \ O 0 f / / //AI I I,11. I�l III I /////// lr / r� / / — I �/ j //� I 11l v �� / / l / / / �/ / / //PROJECT BOUNDARY(TYPJ I. III / 1 / l I I III I I I / // / /� I / / I/ / - / // r A I V A H z / // ///� , / / l l / / / ' ' I I / I I ) \ \\ \ \ l ,\ / I l I I I I ( / l / / \ > .. / / / � � - / / // v / / I / I I I / - - / // / /� �\ \ I v- � � / / // /* /�/ � /, / l / /� /// / � � I I \ , l l l l l l l I I IIII I 1 I I I Il / � 1 /I ) l l / I / / // - H — — ///�//%// \��--- /////%LOCK / Y�,. / // � l �I / / / / / // I l rJ l r/ _ _ / /// ;\\1\1\\ s / // / /rr - �C �// ���� \b®- - . �A/ / / / / I� II I I I I / v , \ I / ALBEMARLE COUNTY / / / \ - _ /// / \ 1 `x ,� / // /////%// �/ / / // / / / / I 1 --- / / \ / / \ // ,/ —/i/ /// /l /l ll�/ /�� \ I I I I / l l I / // �v�v A) / I /'----� _ — // 11 \I ��v\� W / /, / / l � � I 'MANAGED STEEP SLOPES I , / / -- --A, / / / //// - / � \\\ / / I I / / r /// \`11 \ li \ _// // /////W///// k 11 / / // „ \\ I I / / / // / \ // / / / /i// - / / l / // r \ I I 1 I / \ (- , , / \ \\ ///////f// , /// � / 7-/ 11 11 l / / / /:/ // - /. \\'\ , \ \ (I / / / I � / / / / \ 1 1 / I I \ \ ' \ \ _ / \ \ // /// / / / / \ / / T�/ /� l l / /� //r- = _ \ IIII I 1 I \ \ \ \ 1 I \ 1 1 I / / / / I GENERAL NOTES: \ �ll 11/// ///// , / /!///l/ j J7'� / l/1!f �- s\\\\\\\\\ \ \\\\\\\\ I I \1 \ // \ / //// / / III ( / -- _sq , \ \ \ // / //// _ - - - / � / / -` /// _ / \ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID L' F �/ II Il 11 III (/ / - _ / / / // / /j/ / / / //-07 / % �// / - - \\ \ \ \ \ \\ ,\ \ ll I 1 I \ / / / / / ' 1 \ 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM y, \ \ `"Em / / �I BLOCK z' - - - - i / / �- 1 I \ \ \ I BLOCK LINE, TYP. / / / // / - \ lI I I I I I \\ - -- j BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE "\\ \ I III \\ r / / / I f//.' /-- \\ Pl / / /// \ / \ III \ � 1 / l l l // l / �' / 1// ///j / - _ f \ \ \ \ \ I /// I I I I U / / / / / / / IIII I \ , ' SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED \ I I I NI IIII � - f/l / }/ ll�j f // - � �\\ \ / 1 I 1 / ) \ � / / r' \ 1 \ / / / - - - - - - \\\ - -_ \ //Y/ l / " i, // //'/.ly� / /i/ / i -_ ��\ t // /I1 / / �/ / / / /' r / / / // / /i ~- 1 1 / /// / / f \ \\ - UPSTREAM OF THE PROPERTY. / / / \l \ \\ \ / - _ //// / / /� %`% / / / / , _ - J 'r) \ � / l / / / �r / / / -1/I(/ 1 I \ - J 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. BLOCK \�\V A V - I / / . / / / / / / � - — _ �JJ / / / / / / � / / , / / � - 3 / / --�- / / // I I l \ \ - 3 BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL Fn z w f 0 U 0 0 > Ln a z 0 w J w co w d 0 III Ln > w \ \ / \ / l \ \\ IIII\\ / - - / /� j p \ / //j / �/ //% // // // / //� _�� - /� / l l� / / // / / // 1 I/// I I \ \ \ - ' INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF N N o \\ �� - - / / \\ /f�f / // /// / / / , // / - _ = - _'�_�/�'//� / 1 / / / / / / / � - w \ / \\ / / / us ` /// / / // //� // / / / /% / / / \ - - UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS N N \ \. / //// \ / /-=--4 ,- / o I�. / / /1 / // - / / ,// / / \ / / � - o � N \ / / / \\\ \ 111` / / III / // // / / / / �/ / / / / / \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE Ln \ \ \ \ \ \ \ / / / \ \ \ \ \ \\ \\\ / r__. �- k �/ o , \ / / I I /� / / / / / / // _ � %�� /�/ / / I / / �, / � / // / / / l (/ r i I \ \ \ \ \ � - ' � / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION __�__ O v v v / % //// v v-� \ V A \ 0I // III II I V. (( I /// // �- /� / / l / �/ / I I v - \ \ / //// \\\ \ \ \ } ` / o vv ') / v / AJ op / , / / r / / / V A v A - -- - - - / / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY \ \ / / VJ v V A V A / / // \ 1\vVA // / 11/ / ( , V V l 1 � / / // / / / / / / / / / / / / // / A \ \ v � _ i / / SEWER STORM SEWER AND WATER -SERVICE PIPING; _ - _�_ — - v L - A / \ V A �� V V1 -� - �'. I \ �' / / / \ \ALBEMARLE COUNTY / / / / / / A I / I \ v v - - r / UNDERGROUND ELECTRICAL SERVICES, AND OTHER LITELITIES. THE v I / 1 // 1 /� ? V A v / /%/ -/ y vv v A V / V 1 / / _ - - 1 V / / / ( � \ \ \ \ PRESERVED STEEP SLOPES / \ - - ' / / / " 1' / ' / / 1 I \ � _ - - CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED ��� v / / \ / // / � � / ///Y� �I 1 \\v, I / I I 1 / / _ / // / / // // / v v - _ / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES _ \ \ / \ \ I / / / / \ I I - - \ \\\\�\ \\ / / I \ 1 /�/�%/%///// /� - \ I x\ I ) / \�.'`' 1 //// //J// \\I\\ \ \\ \\ \ \ I \__-i/ i/ /// ////// / �1 \ - `-- / / SERVING THE PROJECT SITE. \ / // - _ J / \ // i // / / / \ / / \ \\ \\ , \ \ \ / / I I 1 1 / � j�//// /j //l l / //// - - \ I 'r / , I I . \ o // // may✓ / // / O/ � 4 t t % � l T \ l 1 1 1 \ \ - - � - - - - / // f//////// ' 1 1 I I I I I \ \ - -` _�� �/ - 4 WATERA INOES ON THE S TE. 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--- \ — j '.'�.'.'•'{:.:. \\\\\1 -_\\\\ \\ \ \ \ -1= - - �/////// )'y\\ y/ /////l///// /////// // /////// / II \ / ll/ l//l/l/ ll(\\\\)\ \\ r_ \ \ ,v \IIII \\\, \ \ /i /// ///�/ 1) / /////,Z I(I/(// ///// // // // / / / ll( (\\\ \\\\ \�\ \1 - _� - - - _- � - - - - \ v � e EXISTING EDGE OF PAVEMENTTO BE REMOVED- - - / / / / / / / / / / / / / r - - �T I - t rr IIII'' \ \ _ POLO � \ // / / ((IIII // / _/ i _ _ I `sir - L\ \ _ _ - A v - G/ROU - - v VAI & REPLACED WITH THE IMPROVEMENTS To - � % � � j j/j / '/ / / / / I I -% - - V A V A 1 _ _ --_ , V NDSROAD _ -,\ ' %iii///ii// ///////(\ III,�II I//f / / // i (\\\\\ IIII\\\ 1 \ - - ` / - _ _ - - - - - - - = i ARIABLE WID - _ \ \\ \ \\\ \ POLO GROUNDS ROAD (SUBzo 7oou7) \ \ / o ij/ j / ////j// //I (I 1 I I I 11� � �(� i /) I \ \ - , \ \\\ \�y\\\IIII \\ \ 1 / _ _ \ _ _ = _ = EXISTING 7z CMP \ \ \ 1 H) - I o - �� \' \\ �, _ - � �'� � % _ , %- � /� / ( 1 I I \ \\ \\\ \ \\ X\ \\\ \ \ \ 1 1 � EXISTING GUARDRAIL _ = CULVERT&HEADWALLS- p\� \ \� �� _M - ��/ i _ //,Vj/I/((ria�IIII (IIII 1IdIII g111 �o¢ 111 \ \ ( oo j)I\ 1 \I \\\\\\\\ \V�\\\\\\\\\\\\\\ _ - /-\ �-,,� , \ \%i // y 1 / -r ,/r, \ IIII \ \ \ \ TO REMAIN \ \ / L\ � w�$O�G1 � S OCIATII ii r L \ //- I I I I Iljj \ - ii '/i \\ ` I - \\ IIII\ \�\\\\\\\\\\\\ \\ \\ -` - -- EXISTING GUARDRAIL, \EXISTING GUARDRAIL / / ( \ - �'\ DD� \ \ \ j ii, \ \ \ j { I 1 I I \ _ - / \ \ \ J \ IIII IIII\\\ \ IIII\\ \ \ CROCKETT CORPORATION l�h \�� - / \ - _ \`\ fr _ _ _ EXISTING EDGE OF TMP 04600-00-00-018C0 TO BE REMOVED TO REMAIN / EXISTING 48' ICMP CULVERT ,��\ \\ \ \ j j j i >-�\ \ / / 1 \I I\ l \ IIII\ \ \\ \ I IIII \\� \\ (\IQI\\ \ �\ ` jj \\ \ \\ (\ \ \ \\\ \X�\\IIII\ \ \\ IIII\ / / _ \ _ _ _ _ - - - PAVEMENT TO REMAIN 79.50 ACRES SEE PHASE z POLO GROUNDS ROAD (SUBz017ooii7) / EXISTING GUARDRAIL \\\ - EXISTING EDGE OF ��� / /// \ \ I \ \\ \\ \\ \ \ \\ \ \IIII IIII \\� '� \ \�Q�� \ \ \ - -- _ i % t IIII �\ \ \\ ��\\\\\\\\\ \ \\ \IIII\\ l/ - - - DB 624, PG 193 / - - - ____ _ - _ _ EXPANSION PLAN FOR ENTRANCE DETAILS- I TO REMAIN v "� ®-�®� v �y / v \ - \VAVA VAV AA \ AA\\ VAS A\ VAA\\ vvvv - - , i% % \V IQ\VAAA\VA / I A V A �VA Aw \ V v� A AAAA __ - - - � \ PAVEMENT TO REMAIN' \ \ , \ \ \ , \ _m ti M M m N co qzlm CD CA N N ui `/ J^^ U) Lu — 0 2 U `1 Lu U) Lu LLI U) LLI Q O N Q m Q LL Q I_ II LL z 1 p rN,., � rI 0 06 0 �z r-i U w 0 m J 1-I 0 0/ 0M W w W ce U) JOB NO. 182150 SCALE 1 "=100' SHEET NO. 2 PROPOSED CG-12 (TYP.) _ PROPOSED STOP SIGN) - POSED X ENTRANCE ( \ 6, \ m \ ROPOSED{G-ii ENTRANCE (TYP.) 49 \ f \ / o / \s�� � \ \ LOT \ �>�1 °/ ti� i OT / y1xh�( �/ WW W W PROPOSED WALL' /�'� // /\/ \ \\ \�\ 9 /�j} f .^N1 S h f / 9z, 48 // / p l� \\ \ . N / MAINTENANCE EASEMENT / / / / / PARKING ALLOWED ON PROPOSED CG-si ENTRANCE (.. . . . . " � �� ROPOSED STREET SIGN LOT { / > THIS SIDE OF STREET 1 1 F \ / .SCOTT R. LLINSZ _� l A y fie. / �. -s\� 47 \ -i MA H I -SE HEET6 0 x°o C)\\\ z ROPOSED SIGHT DISTANCE EASEMENT U Lic. No. 035791 T \ \/ 5R O \\ LOT LOCKLINE(TYPJ FUTURE PUBLIC GREENWAYTO BE W / \ �\ 8 / -\ . 9 �Q : ��5�\ 5 \ / �o no 11/12/21 ry DEDICATED TO ALBEMARLE COUNTY 4 / �C Xo° AT TIME OF FINAL SUBDIVISION PLAT, W ® ---� \\ \ �Q�Q� ryo1�0f \ /�� F��\ / \\ hSP y1 jONAL S PER PROFFER #z OF ZMA2o3.8000ii I W W P. 'NO PARKING' SIGNS TO BE PLACED �� PROPOSED GR-z GUARDRAIL (TYP.) & MAINTENANCEOSED SWM FACILITY\1�. POo \ EVERY 250' ON THIS SIDE OF THE STREET �� p / RO \\\ EASEMENT \ / ` °? \ x 00, -.: DD NO PARKING' SIGN � i <� a• PROJECT BOUNDARY (TYP. ( ( \; / b P PROPOSED o I/ ry6if \ L z z r 0 'NO PARKING' SIGN FOR CUL-DE-SAC �xh O O 0000, R ROPERTYBOUNDARY (TYP.) © PROPOSED CG-6 CURB (TYP.) \ f -y PARKING ALLOWED ON Q �C iy / O O THIS SIDE OF THE STREET "o ti� / / of of IPROPOSED WALL / j L- \ \ QL. �� \ \ a9R °° o - O I (MAX. HT. 6') G�* 61 - - En En \s\ \ / / / / \ - 2 / / 5��\ S, so \ j \ ��o I = / °.EXISTING PRESERVED co Pi POSED o NO PARK NG' SIGN FOR CUL-DE-SAC jq // \ O � � \ \ �. w � ' O - \ / q / F ti \ - STEEP SLOPES (TYP.) o m //��., Z z z EXISTING ioo-YEARFLOODPLAIN(TYP.) I UNDERGROUND}/ \//. z0 F O O M FACILITY B \ \ \ j/ 1 w / SW \ \ / PROPOSED STOP SIG n °xo r �� o~/� j z C/ J PROPOSED GARAGE ✓ ✓ . o / ° �Q tOh V/Lu f f o� \ a s , PROPOSED CG-1z TYP. : / ,, / I �S� i8'xzo' MIN. (TYP.) tih N m m LOT r �C w w 'NO PARKING' SIGN FOR CUL-DE-SAC d d r 0 I I / / v \ \ PROPOSED CG-ii ENTRANCE (TYP.) �� li m m / PROPOSED CG-gD ENTRANCE (TYP.) // /�QmQ \ \ / / w w - -- \ / 5 CO CR W / 0 / / F \ ryy� PROPOSED 5' N ETE SIDE ALK o I w w ' - LOT PROPOSED 6' PL NTIG STRIP EXISTING PRESERVED / //�\ \ i / / .\� \ \ 4 PROPOSED 4' BIKE LANE (TYP.) STEEP SLOPES (TYP.) (/ / / / // / f PROPOSED LOT LINE (TYP.)/ / / rw ry o - / o / W WV / V / / /a I\\ \\ \\ / x�, �. / o � N � l /l I I \ \ \ \\ LOT \\ � //// � / WW y l ✓/� / I [ \ \ \ LOTj9s r LL W PROPOSED WALL \\ \ in/ ' MAINTENANCE EASEMENT ����-ll / / - ) \ G�l� / / xoo �Qy 0 ' U \\ \ 4a ��/ C/ --1- \ R`'P OPEN y� Q��Q L/L9 \J iP o/ - - / O SPACE /Q / / ti M Zso' FUTURE PUBLIC GREENWAYTO BE ` - w W I II /. yry Z O Q - III / DEDICATED TO ALBEMARLE COUNTY \ I ` w ' © I =III= III \ �o N J ATTIME OF FINAL SUBDIVISION PLAT, y y i \ PROPOSED SWIM FACILITY �x / / - PER PROFFER #z OF ZMAzoi8000u w y , \ &MAINTENANCE EASEMENT A� / f y / / co O ® a z / // PROPOSED CG-6 CURB (TYP.) / / / w- . / I i y , ----� - - -- ----- - - --1111 Q m-IIIII ` ---- -- w - u / Cy) O - m o / NO PARKING SIGNS TO BE PLACED EVERY �H'Ie ° A XISTING STREAM (TYP.) / �I { � w II w T 3 / ° z o' ON BOTH SIDES OF THE STREET / N 1 =III- PROPOSED SWM III 11111 5 / GRAPHIC SCALE / N w w FACILITY'B' s1 O // / J30 0 15 30 60 Q O Ili m ti' !„h. / i a IN FEET w ' O r i ° ,Q PROPOSED CONCRETE SIDEWALK / / 1 inch = 30) ft. J \ -wm yry/�O / W I _ LOT AREA CHART O -ITI m=rr � IIIHII1IIH11 ° J/�? / LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE w °wlulllll w NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf \ / / v I i11illliliillillllllil` /. , - • W W . W . W W y 1 4,743 3,072 46 4,137 3,005 91 2,860 1,906 0 ' _1 \ w m �. 2 4,914 3,196 47 2,037 1,638 92 2,646 1,745 °ui °ui °r PROPOSED 4' BIKE LANE (TYP.) / J \ � � U I llllulli11111' ' • o 3 5,411 3,637 48 1,952 1,554 93 1,935 1,538 � imllliEil 4 6,067 3,979 49 1,887 1,490 94 1,953 1,556 C) j z;. I I_ 11111111 - y/ I -:�• .. / ... 5 6,505 4,457 50 1,842 1,446 95 1,970 1,574 O /��/--�� �� / W. W 6 6,156 4,124 51 1,816 1,420 96 1,965 1,569 U �LJ Q PROPOSED SWIM FACILITY = m e ' &MAINTENANCE EASEMENT I_ ! lil 11 / Q / - 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 r� -T w _T II Q iW 8 4,795 3,097 53 2,375 1,529 98 2,810 1,883 WI 9 5,430 3,593 54 1,787 1,391 99 3,781 2,697 \ _ / PROPOSED 6' PLANTING STRIP Y v' /r \ 4111 \ =ue W W W W 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 w ! \\ I pill °1 11 5,062 3,314 56 1,782 1,386 101 2,992 2,452 11 u� w - h I °ll nr , - - -III y* ( W W 12 5,062 3,314 57 1,782 1,386 102 3,691 2,620 ~ U T III \ III- JWy W "W . ,w w Ill- w % / W W W 13 5,062 3,314 58 2,299 1,473 103 4,064 2,938 a mull II ~ I111 w =w 3?' O �/ W 14 5,062 3,314 59 2,308 1,480 104 3,047 2,507 O O /P,F / W: W 15 2 4 60 2 6 105 7 7 _ �i11 5,06 ,31 1,78 1,38 3,04 2,50 o - I 3 16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 LLI 00 / 17 5,249 3,468 62 1,782 1,386 107 4,044 2,921 w ,i, y. \�., � � -1 -_ III � _.R�'1'R � � �..1 ,. W. W , W ,. W W . W W I. O 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 � � J w / 19 5 022 3 300 64 2 308 1480 109 3 043 2 503 PROPERTY BOUNDARY (TYP.) �� 1= W / W W W W W W W O � ° O W W W I ` \ ll )1 �� � n��1um1 � •• � / � W 20 6,491 4,420 65 2,272 1,452 110 3,921 2,834 � � CONNECT TO ENTRANCE PROPOSED 0.. / . W W O 21 6,260 4,200 66 1,782 1,386 ill 4,755 3,054 / W w W W W 22 6,263 4,207 67 1,782 1,386 112 4,857 3,136 WITH THE PHASE z POLO GROUNDS 23 6,318 4,249 68 1,782 1,386 113 4,924 3,208 ROAD EXPANSION PLAN / 30' POLO GROUNDS ROAD O O /"" W W W. W, W .WWI O O _ r j W 0 24 6,333 4,315 69 1,782 1,386 114 5,216 3,463 e LANDSCAPE BUFFER (SUB-zoi7-ii7) / W W W W 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 EASEMENT(D.B.Sin,PG.644) O / .. ..� W W O PROPOSED STOP SIG O / W W W W W W W W W W O 26 6,860 4,773 71 2,461 1,588 116 6,049 4,003 OPOSED PROPOSED / O O / W --=-- �! I ,Pc l°+ 7.a _-_= W 28 7,623 5,405 73 1763 1367 118 6,437 4,382 29 6 312 4 323 74 1765 1 369 119 6 489 4 397 •. -e, W W 30 4,477 3,296 75 1776 1379 120 5,366 3,454 � _ 31 3,630 3,090 76 1,765 1,369 121 5,059 3,352 -_--- \. r 3 W W O 32 3,630 3,090 77 1,769 1,372 122 5,090 3,464 F- 33 4,477 3,296 78 2,471 1,598 123 5,134 3,448 F 34 4,107 2,890 79 2,462 1,594 124 6,353 4,311 w ---- SIGHTDISTANCE=500 O 35 3,030 2,490 80 o uw 1,774 1,378 125 6, 235 4,204 0 x -- ----- �'� O 36 3,030 2,490 81 1,782 1,386 126 6,195 4,176 JOB NON ---- 0 r `w 37 3,737 2,656 82 1,782 1,386 127 5,451 3,532 �_ nr rri i✓i i✓i iri + SEE PHASE z POLO GROUNDS N PLAN S.� 38 3,910 2,798 83 1,782 1,386 128 4,695 2,930 182150 o I FOR ROADENTRANCEODETAILS Gti1T�lS\CEa\ \ O 39 3,030 2,490 84 2,408 1,556 129 5,927 4,036 SCALE _ (SUB-z0i7-ii7) e�00, 40 3,030 2,490 85 2,649 1,728 130 6,160 4,244 mil[ \��\ 41 4,081 2,942 86 1,802 1,394 131 5,289 3,519 1 11=30' 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 - \�0,)GI 43 3,172 2,540 88 1,849 1,450 133 5,292 3,520 SHEET NO. \ 44 3,172 2,541 89 1,873 1,476 134 5,292 3,520 5 0 45 4418 3,149 90 1,880 1,483 135 5,292 3,520 ,96� I I I ILOT IN 11 ry LOT —SE _--- MATCHLINE SEE SHEET? �9 O i\ 2o' REAR SETBACK=(TYP L \ <: CFiC 1 / I ' / /� LOT1 1/ /GT lo R /� //• . �1 ll I1 \ �.L. /\ _ K// a �� ti/ �� / \ PROPOSED WALL LOT (MAX. HT. = 6') I ` •;.: LOT ����, � PROPOSED SIGHT / / Q / � /� , % / __ ��� 11// / _ 1111 Z _ /,cc I --- D 4' BIKE LANE (TYP.) i SCOTT/R. C7�LLINS7 Lic. No. 035791 ,�_ p 11/12/21 rvj U) z z LU f O V F O Ln y¢ z 0 O w J Q f W m Q LU LU d Ln w w ti .ti rq rq N w O O N Q rll ( N 0 N (N \ .y r M m N M N O N N Q LU J J_ U) LU 0 Q 2 U LU w ry U) LU Q 0 0 N z Q 1 rl 06 V) U 0 m J 1—� 2 0 0 w m JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 1 r0 LJ w w v1 . w w w w w w .v w w .I. w w � w w v �� FUTURE PUBLIC GREENWAY TO BE S �" w w w w w w w w w w w w w DEDICATED TO ALBEMARLE COUNTY 0-00 w w w w w v w w w w \\\w w AT TIME OF FINAL SUBDIVISION PLAT„ w w w 1 -A Z \ s PROJECT BOUNDARY (TYP.) PER PROFFER #z OF ZMA2ol800011 — =' \ A � G w w w w w w ww w w w w w w w. w w w w w w /�.�- �I ��� y� \11 w w w w w w w. w w w.. w w w w w EXISTING PRESERVED. w w w �1 O` L Q w w.. w w w w w .. w w. w STEEP SLOPES (TYP.) w y0 \s w _ w .PROPOSEDWALL 5y� al m G \yam u w w w w w w w w w w u w (MAX. HT. = 6') u w w w y PROPOSED w ZI Z G \ LOT LINE (TYPJ 54 \ ml n m FUTURE PUBLIC GREENWAYTO BE w u � w w w w / ` u O \ DEDICATED TO ALBEMARLE COUNTY PROPOSED WALL wl Z \ y w w w // \ MAINTENANCEEASEMENT AT TIME OF FINAL SUBDIVISION PLAT w aPROPOSED WALL w MAXPROPOSED 6WALL w w w w 5 �� PER PROFFER #2 OF ZMA2o18o0011 oon6ncrn c+nii.n tnni it - ... i 'OSED TYPE III BARRICADES & OF ROAD SIGNAGE PER VIRGINIA K AREA PROTECTION MANUAL a p N� pAS — — \ T..2�* 6 PROPOSED SPEED LIMIT I O — J�AC 2SR+5 PROPOSED WAio+ o a ti + 0 12+00 -_-� --- LOT \A N IMAINTENACEEASEMENT S.11+0o w 11 5°, °+-ANCE=z$o.rP N vo 97 PROPOSED CG-iz TYP. —+ LO v - m - ROPOSED CG ii ENTRANCE TYP. +n + ( ) �_5 ISIGHT DISTAN = -- zR N f PROPOSED STREET SIGN a • . �E 188. r�II .... --v_� LOT 6I� I_ = li, NO PARKING'SIGN FOR ROPOSED CG 6 CURB (TYP.) :.. .- _ —er I 110 n �IH ^ \vil v 9u ti — —38 H NO PARKING SIGNS TO BE PLACED 25 EI \ F //N as PROPOSED STOP SIGN PROPOSED WALL - Y \ \ rPROPOSED CG-1z TYP. I EVERY 250' ON THIS SIDE OF THE STREET 1 1� _^ _ ?�_ _ r. A V o ( ) I I LOT L I LOT (MAX. HT 6) , 1 10 PROPOSED STREET SIGN p I ( I "o 4 C FIC 95 o_.Q -'111 -I. \ I z9FI ° I m \ � ✓ \ \� 3h, I I I I �.� LOT 1 II I II 8— I 71 o h = i LOT. LOT I a 7 v I log 1 4 RIW-RIN 1 N o �24 \\ -• 1 I I O_ m 1 1 I _I 1 I 5 o LOT \ \ l / lJ J 1 I I I o 94 PROPOSED GARAGEII O } N- - N. U1 W r i ° ROPOSED 6' PLANTING STRIP J p 7 ' ° — _ = — — — sozl N m II \ ✓ / co I J . w a r L — — BACK (TYP.) I n 88 1z xzo MIN. I SIDE SET — I L L I L l.ROPOSED 5' CONCRETE RIETE SIDEWALK D'EWA—LK -°- O +~03 5I I I mD� n• — - I 1„yO\ 1LO.. LOT I I N PR P EDWALL 108 (MAX. HT.=6) _0 3zo,10\ — � LOT gD ENTRANCE DRIVEWA(TYP. o PROPOSED WMFACILITY LOT PROPOSED CG & MAINTENANCE EAMNT / / X� LOT I w 123 II .. 0 ° , I I L LOT PROPOSED LOT a 92 - LOT LINE (TYP.) ..\(2), 1 1 12 O 107 0 PARKING ALLOWED ONEXISTING MANAGED- + N [THIS SIDE OFTHE STREET— — — STEEP SLOPES TYP. u88 70Lo I I + iI 1 I _ — — — — _ — — — — — 8' —SIDE SETBACK (TYP.) m S8' PROPOSED GARAGE �— - — I i z5 E P E/P — — I — — — — — — — U _ 9 5 18'xzo' MIN. (TYP.) — — — 'NO PARKING' SIGNS TO BE PLACED _ o V) I \ �lu III III lil,-�� � T -- I g N II u_ ITI -w_ III il-m-Ilrall- / �. '� 9_ _ — I -_ z I I -ur Diu w w=lil= � /� \ 9S•. � � I ' +o L. I - --- =_. _ EVERY 250' ON THIS SIDE OF THE STREET I _ 1 � o Z I __III IIL=I Ili r w-IIL==III III III- „,1 1 -III=- — lieu Bil ��� — — — �� III=ui"III III III lil=W-uu11-.... '.'�06 / ..._o w w-1I=11i- =ul IiI=III=1il=lil III-lil=lil=III=1u III -II-III III =III-1il=1 II / NO PARKING SIGNS TO BE PLACED I L I LOT Q I 1 II �111=unu=111=w-m=111=unlnu=w-u=w=w lu=w=unu m % / 1+ f I _ I 1 J o �. EVERY z o ON THIS SIDE OF THE STREET I_ 5 n ROPOSED CG-gD ENTRANCE (TYP.) I 1 91 I I o EXISTING too-YR FLOODPLAIN (TYP.) PROPOSED ✓ \ / a \ ` / z9 FjC_FjC -- i I ^' I LOT s o I 8 I h LOT LINE (TYP.) / LO I w 1o6 I o 6 -0 LOT / LOT 1 I Lu -Q N LOT I I ��3 I I - z o 1 1 90 N 1 R�R/w -- _---_ — 1 al 1oa J �� I I1 0 DADVIAIr AI 1 n+n/Cn nwI O PLANTING STRIP PROPOSED 5 'CONCRETE SIDEWALK 'NO PARKING' SIGNS TO BE PLACED EVERY 250' ON BOTH SIDES OF THE STREET 4' BIKE LANE ED CG-6 CURB (TYP.) BOUNDARY (TYP.) HIC SCALE FEET ) = 30 ft. SCOTT/R. 07 •LLINS'Z Lic. No. 035791 p 11/12/21 rvj L9 ol LL ti M M N M N O CA N N Lu J U) Lu Q U i Y LLI W Lu ry U) w Q 0 0 N H z W f O V O u y¢ Z 0 O W J Q f W m Q Lu W d Ln W W z Q m 0 0. a z LL 1JJ� l� 06 V/ U 0 co J 0 0 w m JOB NO. I 182150 SCALE 1 "=30' SHEET NO. 7 / D / so / OPEN \ i�� i',PROPOSED 8"x6"REDUCER dp do / / / MA NE ' 5 9 e SPACE �� ��� \ \ \\\ ✓... LOT / o PROPO000, SED xoo / : /.. OT // 1%�� / • \ FUTURE PUBLIC GREE � Y TO BE / / / : \ \ � 8"x8" CROS DEDICATED TO ALBEMARLE COUNTY w / / \ / \ \ \ 9 (4) 8" &V. � �� a' DI WATERLINE / PROPOSED 8" PVC S NITARY SEWER AT TIME OF FINAL SUBDIVISION PLAT, w / / / \\\ \ PROPOSED zo ACSA/ a / `/LOT / \\ \ PER PROFFER #z OF ZMA201800011 UTILITY EASEMENT� / �. 47 IT \ <\ 8 // \\\ 9 s . \\ - 46 / j/ // o PROPOSED zo ACSA / x° \ PROPOSED 8"x6" R€DUCER \ \ / / N1 \ \ f \ UTILITY EASEMENT i " PROPOSED 6" �/ s. \ \ / DI WATERLINE /•// _ \ `" �dx PROPOSED SANITARY SEWER / • . / \ y Sp SERVICE LATERAL (TYP.) Q / / l \ / / PROPOSED WATER II °SERVICE LATERAL (TYP.) \� PROPOSED 8" DI W TERLINE I Q \ / PROPOSED 12" DI WATERLINE PROJECT BOUNDARY (TYP.) PROPOSEDHYDRANT// MH- FIRE \/ L T j^\^ Asq d1x yo J x° / J� ; X/ 3 MH 1 ASSEMBLYw/6"x6 TEE ��\P TIE -INTO EXISTING MANHOLE d O \ \ \ PROPOSED zo' ACSA \\ B� �P/ ROJECT BOUNDARY (TYP.) ' I PROPOSED UNDERGROUND UTiuTYEASEMENT \ �\ _ I SWIM DETENTION FACILITY I� I 'PROPOSED 6'xy" REDUCER s / / / j / L I MH-EX-1 I I \ \\ EXISTING PRESERVED J PROPOSED °BEND ! o a \ STEEP SLOPES (TYP.) I I 4" 45 `b PROPOSED 8" PVC SANITARY SEWER \ \ \ \ \ PROPOSED SANITARY SEWER EXISTING ipo-YEAR FLOODPLAIN (TYP.) I I�_z �\ s \ SERVICE LATERAL (TYPJ PROPOSED WALL �� I �\ V� �J I • I � (MAX. HEIGHT-6') � _ � PROPOSED zo' A \ \ / � ' / I UTILITY EASEMENT LOT �/ // •` Q0 PROPOSED / \ s \ \ 1 / 12"x8"TEE " I PROPOSED y" DI WATERLINE / v g�L I -8" G.V.G.V. ' PROPOSED zo' ACSA `J _ _ �, ' / UTILITY EASEMENTO s . (1) 8" G.V. \ / J ' I PROPOSED WATER\ ' // \ LOT ? I SERVICE LATERAL (TYP/.) \ \ \ 4 / \ S a EXISTING PRESERVED / / / \ \ \ / / / STEEP SLOPES (TYP.) I / PROPOSED TYPE A / / A V A / / %� /� / Q / MH-38 SHALL PROVIDE FUTURE / // > BLOW -OFF ASSEMBLY/ \ \\\ / / / CONNECTION TO BLOCK18 / F W W W LOT / / w \ \ / / ✓/ / I \ \ / / / / / a / / I \ SPROPOSED zo' ACSA, PROPOSED SANITARY SEWER I I // / f LOT \ UTILITY EASEMENT �/ / / .. i / / SERVICE LATERAL (TYPJ // / I \ / /�� / 3/ PROPOSED FIRE HYDRANT / / 6 \ / / Y / ASSEMBLY w/iz"x6"TEE / S s �s—�-�s s �� w 1 --� m——+-------------------- W �= 1 - W W W _- H3 4 ,. � I I I _ III lb N/� 3 // 4 III dll /i / '`Ar/ .. ` IIE 111 i op .. : NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIO SHALL BE OUTSIDE OF THE UTILITY NS �� � II I Illllilll • . / LITY EASEMENTS. / — — ° PROPOSED 1245°_BENDI EXISTING STREAM (TYP.) j IIE S� II IW x°o w ✓ - I!Ili-'-'-1 / i I IIIIII II In,1 { ROPOSED iz" 450 BENDZ" O II f PROPOSED SWM FACILITY \ 1 WATERLINE PROPOSED iz" DI - III m \ FUTURE PUBLIC GREENWAYTO BE \ DEDICATED TO ALBEMARLE COUNTY a �, AT TIME OF FINAL SUBDIVISION PLAT, \\ PER PROFFER #z OF ZMA2oi800022 �J I %°° / \ OPEN C�. SPACE II 0 PROPOSED 1z" zz. ° BEND 5 If I W W W W REMOVE BL z" G.V. INSTALLED WITH W-OFF&TIE-INN TO � •. W W W N , HTHE ._.PHASE 2 POLO GROUNDS ROAD PLAN, SUB-2017-117 NOTE: WATER/SEWER CANNOT BE ACTIVATEDWu m lilt / rrr W W W W W O FOR BLOCKS i6-i7 UNTIL POLO GROUNDS ROAD PHASE 2 PLANS ARE APPROVED, CONSTRUCTED, I \\JJ I O TESTED, AND ACCEPTED. PROJECT BOUNDARY (TYP .) I( )Ia - �r- o s � 30'AoLd�Ro N S ROAD B F ER —0 // . WWWWWWWWWWWW. . . OO GRAPHIC SCALE .W. W W W . W W� W S s� O 10 W. O - fiaiiiiiiiiii _ SEE PHASE z POLO GROUNDS ROAD PLAN �� — _ _ — / W W W W W W 0 ( IN FEET ) FOR DESIGN OF 12" WATERLINE EXTENSION, — — — — - — �\ W W W 1 inch 30 ft. SUB-201 117 \w\/W j 0 - -STATE ROUTE 643 POLO GROUNDS ROAD _ — — - - - EXISTING PUBLIC ROAD 0 — — _ _ FIRE HYDRANT TO BE INSTALLED WITH o PHASE z POLO GROUNDS ROAD PLAN, SUB-203-7-3-3-7 T 7 SCOTT7R. CaLLINSZ Lic. No. 0357911E p 11/12/21 �1 F z w f f O O 0 Ln Q z 0 O V w J f w m J s w a 0 w w ti M z M CT� Q N J ® M CY) O � N > Lu z J I� > u Lu p r-I _ zQ J H Y U)Lu `, i Lu U In O LLILu CD J C0Lu H� i Lu J Q o o 0 N 00 Fr. Lu - JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 1 J 1\ i (0 4Y TO BE w / / / \\ \ \ \ 9 i 8"x8" CROS 1oxo PROPOSED 8" 48 j/ N1 / COUNTY W / / / \ (4) 8"G: .'DIWATERLINE, / ROPOSED8"PVCSANITARYSEW\ )N PLAT, w / / / \\\ \ PROPOSED ao' ACSA/ \/ UTILITY SE ��x ( Z\ LOT /� oi8000u� / \ \ \ v i ✓ 00 M -i. 47 >�VERII /Za \ SCOTT/R. CaLLINSZ Lic. No. 035791 .1, p 11/12/21 �1 ur W ul z J J 0 u r M M CS) N M ) N O Ci) N N Q w J J > U) W O U Lu w Lu Q 0 0 N Ln z w f f O 0 O d$ Ln Q z M O V w J Q f W m J Q Lu W a 0 W Ln W w F- JOB NO. 182150 SCALE 1"=30' SHEET NO. 9 FUTURE PUBLIC GREENWAY TO BE \ s/ DEDICATED TO ALBEMARLE COUNTY' 0000 c- PROPERTY BOUNDARY (TYP.) w w AT TIME OF FINAL SUBDIVISION PLAT, w PER PROFFER #z OF ZMAzoi8000u ,I, I G N s w w .✓ .v w w ) / v 01 EXISTING PRESERVED p" G STEEP SLOPES (TYP.) m F �/ i/ /i �, �G 0 / J ( FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY w AT TIME OF FINAL SUBDIVISION PLAT i �� % \ \ \ \ 1 y PER PROFFER #z OF ZMAzoi8000u w w w wTYPE A w w %/' \ \ \\ \ \ \� BLOW-OFP ASSEMBLY XPROPOSED zo' ACSA y— « LOT1�UTILITY EASEMENT AIR -RELEASE VALVE 12" DI WATERLINE ROPERTY BOUNDARY (TYP.) (MAX. HEIGHT=6') \ \ / / /' r LOT / _ �� \ / .... I I 3 I _ ' 1 3 PROPOSED FIRE HYDRANT \ \ 7 f ( I \ / 101 ASSEMBLY W/ iz"x6" TEE 1,7 / - � LPROPOSED zo' ACSA Z �/ PROPOSED SANITARY SEWER LOT / y W ° OPEN \ �� \ \ / I UTILITY EASEMENT jj / / SERVICE LATERAL (TYP.) 3 z3 9 3 \ PROPOSED io' PRIVATE \ / -I 83 v I SPACE �� �, UTILITY EASEMENT \ \ / �� / LOT / � \ \ \ �� — \ \ \` ii 100 0 ' PROPOSED 8" DIP SANITARY SEWER ry b < __ ° .•: � LOT m w w . . . _ .. . . OSED PROPzo' ACSA / r / / / UTILITY EASEMENT EXISTING PRESERVED I LOT / STEEP SLOPES (TYP.) / 3 LOT \ ,, NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS 'J.J ...f L 99 PRC1PhSFn�R" nl WATFRI INF�...�.. ? II. l l [- ins nr �i iT[-inr �r ri it i iTu iTv rnrrnnrniTr r 81- Ig /\ 747 � 9 �� / / PROPOSED 8" DI WATERLINE . ' s ne SCOTT/R. CaLLINSZ Lic. No. 035791 .1, p 11/12/21 �1 z O J V/ u Z w C) v) O z J O H > z W u � `^J I W ce ur W ul z r M M N M i N O CT) N N Q LLI J J > U) W O 2 U LLI Lu Lu Q O O N r z w f f O U 0 O d$ Ln Q z 0 O V w J Q f W m J Q Lu W a 0 W Ln W w F- F JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 I/ /' w S WALLA 74T \ 40 3FF �� \ so / / / II / I I / I / l ( //// / // // �� \ �• �I` // /I ,ii-- \I � W � W II I I !I1- tI W I �`I 7_03�.367747zTBBwS�GTA/. oo/ 3377466o7G� 6W / / i�. /\ \ \ wt r\ \ \ \\�g3\, LB-O9S \ \ \i 36 °• \ \` ` \\\ 3 \\ \\\oxo� b./ 46 %z✓O6 a; FF44oiFF - iog OPPROIV:S'AED 8"H/ DPE ROOF DRAIN SYSTEM TE DRAINAGE EASEMENT o WW R, 48 / .�. / � i J �`. i SCOTT7R. CaLLINSZ 37o BG PROPOSED WALL v r / F 5 % 3 .67 GA f ic. o. 03579 MAINTENANCE EASEMENT \ i i \ / L' N 1 368.6�BW �. 1368 BIG / \ \\/ FF 47.._ FUTURE PUBLIC GREENWAYTO BE ` OT 41 / 366.67 BW 2� x5 ` \ OT / .. , .. / ��.t11/12/21 c?7■ DEDICATED TO ALBEMARLE COUNTY X 3_i \9�/ OPOSED DRAINAGE SYSTE 4 / ROPOSED GUARDRAIL AT TIME OF FINAL SUBDIVISION PLAT, \ \ \ 3 4. GAR/ / / 1 \ \ 4NGRADES2:1 S OPE 7( / I / PER PROFFER #z OF ZMA2018000ii I \ 395 33 E / \ y \\ '9g / y1 / 385�33 B T i o� s. vv v / E a \ \ PROPOSED iz HDPE YARD DRAIN SYSTEM O PROPOSED SHALL EXCEED / W • I / / I / / l � � / � � �zA 9 / \ � \1� � : ° \ \ f YD-i w/ io' PRIVATE DRAINAGE EASEMENT I I 1OPEN x0 % \ %7076 ° $ 2 \ PROPOSED PU LIC a 0 / \\ \ \ ?p ae� h� \ yO DRAINAGE EASEMENT 4 OTE: OP S GREATER THAN 3:1 SHALLBE PLANTED ITH A IVE / — PROPERTY BOUNDARY(TYP.) O \ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION I O O I .• / ti .� SF. ! SEEDS AT A RATE OF 6o LBS. PER ACRE OR 1 LB. PER 1,00o 3 z 67 FFE / \ e<� \j3$/, \7j M \ O° PROPOSED UNDER ROUND G B B\\92 qOC.. \ \ � _ i - '• 98 .- /d PROPERTY/ BOUNDARY (T OUNDARY(TY�P.)' DETENTION Y TEM /f / i26 0 I PROPOSED WALL\ o s \\ /. L 396.6 j�./.n 3, �/� \ 9 3 E \ / oSo y�* a / / / VI v (MAX. HEIGHT-6') m /• \ \ \ / \ 3 6.3 SMT %L \ \ 3s4 / m Co I I I PROPOSED DRAINAGE SYSTEM / \ / / �J w o° f \ / \ \. \. \ leg / EXISTING PRESERVED / `Ln I I / ' \ 01O0 x r \ \ \ \ . \ \ \ � �. STEEP SLOPES (TYP.) O z \ I j / I EXISTING ioo-YEAR FLOODPLAIN (TYP.) I I J i \\ \ �� \ / 394.0o GAS ~ 3sa / / / /. �"� rn z i PROPOSED WALL I w .. / I M T GEO`GRID SYSTEM \ I : \ P \ / / 384 g 30 I ti \ / 390 / >xt�° 3 • .. //, / .� / / ,y/ / // / / uj �� m N\ / 40 / / / / PROPOSED VAR. WIDTH SWIMI m \ ¢ 93.6 7 GA � FACILITY & MAINTENANCE ESMT. ` l I " \ \ / 394.33 FFE 384.33 BSMT PROPOSED PUBLIC L j/ 8 .o DRAINAGE EASEMENT /\z 3 3 \ 374 T"�'E ', _ •'� �2�/0 �_! / / / < \ \ .-. / �/ ` ✓// / - // / �'_- j // 1 / - /1 - ( I ( / / / / / 1 F- w f f V p o as U z M 0 V w Q Lu d w Ln Lu 66.6 Bw i / /! _ — � -F �\/j / � � N / I �zo/61 / / 9433 FF \ P OPOSED DRAINAGE SYSTEM , � / / / / / / / w o o N 368 BG � 1 392.67 GAR // I / /r 3 433 M I\ \ \ \ / % / / / ! ni r4 393.33FFE / — \ \\ \ i/ ° _ _ / �. .� / I / / o ; N EXISTING PRESERVED / 383.33 BSMT 3s �\ LOT STEEP SLOPELOT (TYP.)� �� I / T WAL/ I / / MAINTENANOCEOEASDEMENT �3 4.005MT 5 / / PROPOSED iz"HDPE YARD DRAIN SYSTEM 374 � y // ,4 I LOT / !✓ \ 68 BG w/ io' PRIVATE DRAINAGE EASEMENT / PROPOSED WALL � _\ I'�, 1L/ 6.. 1 _ ..GEO-GRID SYSTEM 30. / in w EINDLLOA1\ STA. 2+7 M .. WA366.67BW 382 sMPROPOSED PUBIC DRAINAGE EASEMENT .� PROPOSED VAR. WIDTH SWM W y y I FACILITY& MAINTENANCE EASEMENT VAR. WIDTH SWM /. / FACILITY ® M &MAINTENANCE EASEMENT V,v f b / / / �I rIF o 66 / / / / / / / / / / / / / / N XISTING STREAM (TYPJ \ �=- t , `, � ° / / / / / / / / / / / � / // / // / / / / � I I / i \ - w I \ \ > ^� \_�- PROPOSE / J OPOSED W/ / J DETENTION OPEN SPACE EASEMENT Bi ytiCIDBASINB Lu W W W W ^ / / . NOt VD T WILL ONLY MAINTAIN I HIN DRAINAGE // cr�I' yN _ / / ✓ / ASEMENTS TO THE EXTENT NECESSARY TO PROTECT / / / / I = C I FUTURE PUBLIC GREENWAYTO BE I - k�3$8 / % W THE ROADWAY FROM FLOODING OR DAMAG C" V / / DEDICATED TO ALBEMARLE COUNTY I \ / / I U - w �AT TIME OF FINAL SUBDIVISION PLAT, PROPOSED DRAINAGE I I' / rr f �' f I � � '� /! � I ESYSTEM PER PROFFER #z OF ZMAzoi8000ii L ."� .� I �, i � � • / /. / / � �. / / / I I I I I I I I I LLI .. WI OPEN � _ 1 LZ \�� PROPOSED VAR. WIDTH SWM SPACE y356 FACILITY &MAINTENANCE EASEMENT III III ��_� �� \ �I/% 1 I M / ,/• �W: WWW W.W I III I 1 I / /III ul r 344 3 \ I j / .. / / W W y I / / / / I o N \ \ LLI 4 /-////."9.`W� \ \ 3 N CO PROJECT BOUNDARY TYP. o 4 . z 30' POLO G� OUN�DS _E ROAD BUFFERx-B8 �A WWWWWWWWWWWWWWWWW W W o 0 ' I I II IlII\ I\ I\ \ \ \ N5_ W W W W W G�APHIC \SCALEo \ WW•W W 0 \50 4 ---ETIE-IN TO STORM STRUCTURE INSTALLED WITH 3 �" ° — ---— --- PHASE 2POLO GROUNDS ROAD PLAN u7, W,FEET) \\ \ \ \ — SUB-zoi7-- _ ~- _ /jai / I \ _ 1 1 inch SEE PHASE z POLO GROUNDS ROAD PLAN OR DRAINAGE IMPROVEMENTS �J/ \ / / k� / ( J -- — _ �_,` SEE PHASE z POLO GROUNDS ROAD PLAN \ \ \ SUB-zoi7 u7 ` OR DRAINAGE IMPROVEMENTS, I s \ \ \ \ I I \ \ \ \ \ \ \ o _ ^' �'). �\ \ B-2017-11] 34 k6 — SEE PHASE z POLO GROUNDS ROAD PLAN\� \ \ \ \ 4/[ FOR PROPOSED POLO GROUNDS ROAD �� \ \ \ \ \ / / C ( EXPANSION & ENTRANCE DETAILS, I4 �I — SUB-2027-227 — Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Proxided (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 Q I..L Q Q J a 1 Lu Q T- W U z o U � O W J H� O 0t m w F- JOB NO. 182150 SCALE 1"=30' SHEET NO. 11 1 / J / I EXISTING PRESERVED / I STEEP SLOPES (TYP.) IIXI STINGloo-YEAR FLOODPLAIN (TYP.) PROPOSED 5/ I / OPEN SPACE E, OPEN �o SPACE I I ti 3"NDPE ROOF DRAIN SYSTEM w/ j ox�0 54q / �7Z j YD-3.I4 �/ �STALi6 8.5 Z 'PRIVATE DRAINAGE EASEMENT rod / / % // ^ w w Z / PROPOSED WALL PROJECT BOUNDARY (TYP.) EMAINTENANCEASEMENT ' PROPOSED WALLS PROPOSED SWM FOREST & i FUTURE PUBLIC GREENWAY TO BE / /v (MAX. HT. 6') s / OPEN SPACE EASEMENT j DEDICATED TO ALBEMARLE COUNTY ATTIME OF FINAL SUBDIVISION PLAT, w w w Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProNded (feet) 56A 24 17.0 38.0 38 57 24 12.8 29.5 30 58A 24 10.1 24.2 25 59 24 8.3 20.5 21 63 24 7.8 19.5 20 65 24 6.2 16.3 20 - FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY- I PROPOSED WALL 420TW % (MAX. HT. 418.o BG 41 ATFINAL SUIONPLAT, PERPROFFER #z OFZMA201800021 w w wy000� i&7BW O 422 Tw END WALL H -� SED 418.0 BG 4z6.67 Bw z 6 1+ STA. PRO SWM FOREST &� 430 / / OPEN SPACE 4%z EASEMENT �.. w 418BG 412- 418T BG �\ 416.67 BW �' 41 -- 418 16.67 BW / / PER PROFFER #z OF ZMAzol800011 �/ .. r w w..��.� 8 � ./ w/ . w w w w �ti - 414 1 m /s \ `I, ,�. �, .. .PROPOSED WALL �, ..�, �, w./�, �w .�,. /�,.. w /w// _ w w �. �,STARTOF i 16618`N� PROPOSED SWM FACILITY& i Glk < / 1 _ MAINTENANCE EASEMENT ENDOF - �- GEO-GRID SYSTEM / / = WALL - yla6 z� _ 43 J ,i".... ,� STA. a+o 4 WALL F w_STA. 1+92.5 8o TWw �"'/ - 39z .\39z TWw w-./ w -� w.. /w/ .. w ..w. 1 W 1. vr. 38o BG. MBG w.... 386 BG // 394Tw �/".. �( ....x -f ,,./ - �.�-.L- i -- � �, /..._ 4�9 PROPOSEDWALL 380Tw/ 378BW 384BW 88BG f198Tw J. `�NDOF EXISTING PRESERVED "� i 1 /- 384 BW .. r3 .. ./ WALL E ) / 4 9 � GEO-GRIDSYSTEM, .p..,..3746G .I, / /39oTW :,'_;!; - ooTW - - 3868W/�; - 39zBG - /- -STEEPSLOPES(TYP. /<i, / 17.07BW 4zz - 37z BW . ,384 BG 39a BW // / �'l" STA. y+85.5 / i / / 2 42o r.� \ 3 -w-i -w 8z BW 394BG 98TW _w. yoo 1V'/ /�, w �V -�L w w 41 �� 18 BG 418 BG '. ,....LC1T END OF/ , 39z BW - g8 BG y /.. / / 20 4 yz6.6 BW� ) °o 388 TW .. 3946G� �. - y16.676 �� \\ \ :. PROPOSEDWALL 1 \ I SCOTT7R. CaLLINSZ Lic. No. 035791,E p 11/12/21 �1 WALL G - 396 BW 82 BG.39z BW �, 404 TW / �� \ \\ 35 \ sTA.z+oS. 3ao Bw 4o6 B� ..yoo 6G /� \\ / \ 443 - g6 BW w -398 BW„ :yoz TW /.'.' MAINTENANCE EASEMENT z. GAR, r LOT / oz BG. BW 394 BW - 390 BG ; 4 / \ \ J - � v` BG LOT \ - 67 FFE 3 / BW > WALLD - -.- - 40 \/-.. \ \ \.\ '. \ 4 1�j.7-�$ - � � 373 BG - i� ,. ;a; '_ - - � \ /-._� \ i � \.' i STA. 3*7331 / - I T - - - \ \ \ /.. _ s s , 20/6 p0�. 37� Bw 39 \ I - � \ / � \ \o \\ 33'3 438�o FFE � l z '\ \ LOTS - ��%. -.� .!i..^.' �.....,.... ..16+ Z ¢ c LOB \ 4 .00 69fV1 : - r - - �. -�-'' � O \ V/ / �� 16 F I I 3 -z \ �� °✓ ,° W L .. 373 TW_ .,X.. 41 :00 Gi{R O '.\ s . ; '.. 15 � I. \ 3 / � � \ / fFE � _< � +5. ��- u+ PROPOSED zo' PUBLIC � U / _ _ y� LOT \ o DRAINAGE EASEMENT w < k ✓ Ili 111= w 37 - 368 BG / �° / \ \ 4 7 FFE / I f I / 1 4" 33 W,r / r / % o F --- ITI Ill 366 BW_ m �.'.'// /. /; '. / - 41 / '.' �. \ j3... \Y �_..: - ° - \ \ 49 . 5 I I` o GA -131 4z7.00 GAR < \ +0 / t, - -15 0 i� t�� zg p i PROPOSED WALLS � � 4i6.�F E � � ".--• G �/ - `• O i \.'. \ ✓ y I 41 / '.'.I /LC) 427.67FFE.. s ✓ w \ \ u mHT. - 6') \ 7 l ) �T 1 \ /� 7 m F L (MAX.( - I 40 .6 T LOT / � - 73 H u- II II II - t2 e z 367Gf! \ \ �L-- -- 12 1.00 R \ ,. . 4 � +50".. W�. / p •• \ I 74 � �/� w 1433 FFE i \ X 41 - 9 I 14 Vl I 16. GAR is j FFE I/ <� l W i / L O 04.�65 / 1%- � % [ 7 ... , � ' / �i FF y L � � 1 s .. ° 6 � . FF-�� Yp_4g • �: 74A / N c \ m ro ro ( 12b ITA\ li -u- �^ M / �� h / z% / n I w- W - - / m rom r YD-4A 0 /-44 L I� / `/�� + , e R POSEb bRY l 368BG v C9/ v/ \ I Y - I +5° w /' �/ L �11 - co � � ( .,, / �. / : 'Cr iT � - � � - % 13 x � � - 4� � I B ° li L '� W DETENTION -ITI 66 6 Q /� �/ j , I .w - o � 74 K+ I v - -J o. 1 1 y 4 B SIN A / s�� \/ " o F y + YD 4 _ ROPOSEDDRAINA_GESYSTEM / N / / 4• z6 a / N '13+0 N 3 LOT 1 _- 1 / t 1 -Ill \ 373 B ^� W / 381 W - - �. .... / :.'. :.. - / -- - 1 I \ 1 Ill IW 3718w � gG .//. � < :. : :. :, :°;: .""• ,'' .- 39�33 w 1 L = / 'ham 375 // / F 'b. �. -. - °-:: ° �\ ^-. I .... W W W W W _lll TART O 7� BW -1 4 �:oo GAR l - � - ry 1Z+5 ��� - � 6� 9% 40.0o FF PROPOSED 1z HDPE YARD DRAIN SYSTEM w I li -1 WALL G / s l�V _ 4 3 67 E I o �: / �: j 76B 7 3 I I w/ 1o' PRIVATE DRAINAGE EASEMENT / / ' w 3 9 ` 11� /: l / g q co +oo T w 76 LDT W I w _ .u=lli.,ST .a+o g3 gG I .6SfT I 1 10+00. _ 10+ O f. Y /. + ry °, :.12 I 1 • - w _11AM 4 3 7 - / 11+ 0 - ---' N =m= 3ai rw az sw / 439 33 GA 97 \ 3 0 4 PROPOSED 8 HDPE ROOF DRAIN SYSTEM w/ +'�'4 1 \ I � Si r g7YVl/ I I I I i I - - w w w. w. "J - `" PR ,. ., . 18/0 0.0o FF �8 1 5 l 6oB -. - _ .� F � .,. � , . , :° I 10' PRIVATE DRAINAGE EASEMENT, 67 GAIN o + - LOT I I / LOT 437 / 1 - I R96 W 28' o BSMT •a -- .-.;.'18%71 o.67FF J..... PROPOSED SWM CONSERVED I r o PROPOSED DRAINAGE SYSTEM r r I I I 1 .. I 1 I 1 F o -r % /I1 LOT '�" PROPOSED PUBLIC � ° • I " 1 OPEN SPACE EASEMENT I r i I J LOT J / / DRAINAGE EASEMENT 3 I I / � - - - � 1 _ o L, I 1111 � I 439 0o GAR ', 1 - - - 40.67 G R 9�_ l = G +w \ I \ L+n 6 PROPOSED PUBLIC } I - - LOT 4I% I - 1 � L � 0 4 / 1 I /- 439 67 FFE, NlRbFffV!fE15LIII / I / i: - --DRAINAGE EASEMENT I I 1 I]OT L T I a IIO9 4z9.83 BSMT; Q I o:OUND T - Sag Bw \ - P L 4zo.00 GAR - 1 I - i I 3 . . I ! w 6TW : I 12!}. .O�G� \ I I J'. 1 L /'.i I s J. ELATION SYSTEM A m 39 / I { o zo.67 FFE PROPOSED 8 HDPE ROOF DRAIN SYSTEM w/ I o 1 I DETENTION 3gz6G,'\ �4- - 59=! f I I g/o I I (- Iu:. 4 -g.67 GApI. I 10' PRIVATE DRAINAGE EASEMENT 38g BW.. '.' O BSM. I cv oz 394TvJ \ �\ -IlI I 4 33 A L = - - _ 43 7 GARI I \ I I a/o z.00 FF I I 1 1 4 o.33B5M,T1 - -0 \ L 3 PROPOSED WALLS a ,- 9 I 4 -i I I I _ / / LOT 1 PROPOSED PUBLIC ROPOSED DRAINAGE SYSTEM � i � RAINAGE & SWM 64D 64C I / YD-SP 108 R 93 4 5.67 FFE / I - 64B I // / h 1- 4 z.6 FF . 6w - / I o5,67 BSMT ACCESS EASEMENT _ 0 LOT I - oo GAR I I 4 . " I yo _ 4 7 3g1TW LL,OT i... -. - -� / 21, /44. I \ gz BG / 10 ` °+° I I 112 I 44 ;67 FFE 4 \,; ,' GA I I I 4 [" - o F0 1 w TA oo 12 / I I 43 33 LOT n I 3 _ ';' 38 BW \ .� / % 3 _L. :. / S / I l '. I ... �,I-' � - b 1 Y \ \ OP N = \ Y ! LI LO� 43i 83 BSMT . % 44.00 FF SPACE 3 �. 3aa�w s \ r � � f1 I I I -- I 1 8i O /. ... I I '.'.'.I _12 I 14 .00 L'. Y.I 1 10 I I ./ 'li .3... \ 8 zz.o GAR /. I z 6 FE L I a JL F ROPOSED DRAINAGE SYSTEM _ - ¢ I✓ I I I I N - I J 83BG, O PROPOS, SWM FACILITY & MAINTENANCE EASEMENT a w w \ Ju v 1 M\ �3� 55 0EXIo z" HD YARD DRAIN SLOT I 56 ARTofSTEEP SLOPES (TYP.) a L Ill 57 PRIVATE DRAINAGE EASEMENT 3 + /0 4433 G%> 0 2 O �� w ` WALLE Illl I / / I 4 �( �. � �. /I I � I II � II j ¢ lo]I _ o: I � srA.o+oo i'< =s, 56B / z \� L z4.67 FE II I I%I LOT I �w.� I_ 45.00FF lo+0 f XISTING ioo R FLO DPLAIN TYP. \ - - - - - - = - - 4 4.67 GA \ (/ I I o o . Z._ L.: , ( )\ � '' / I 1 ' / I I I 4z3. I I � 106 4 .67 GAf� I o I Q. w �, I � I PROPOSED DRAI SYSTEM s 40 .o LOT 4z5:33fF� I n \ ` 58 : 1. Q ' oil / LOT I I I I �4 .33 FFE I I .: N J LOT 1 I 3 \ 1 s 113 I 43 :So BSf�T 5 Q.a % 45 67 GA 0 m 1 / / � � I I PROPOSED 8 HDPE ROOF DRAIN SYSTEM w/ • � PROPOSED PUBLIC DRAINAGE \ ✓ O / Z o 46.33 FF & SWM ACCESS EASEMENT .,' / � b° \ l / �v I _ _ = I YD_5B • / PROPOSED PUBLIC r �, \ / I / � � i. I I LOT O� I io' PRIVATE DRAINAGE EASEMENT �w DRAINAGE&SWM V1 zSyo v 1 44767GgRI I QQ L LC1T ACCESS EASEMENT- , ro� \\ ?� V o - 1 - , - I 10Fj 44 33 F7C' I II PROPOSED 8 HDPE ROOF DRAIN SYSTEM FRO PROPOSED SWM ACCESS PATH 10' PRIVATE DRAINAGE EASEMLOEXISTING STREAM (TYP.)ENDo l I ry WALL B 11 : / .. � - - .- - I j I } I 1 448 FUTURE PUBLIC GREENWAY TO BE STA. z+3o I I LOT + I yob z / J L .a. /T z GA I I 44 :bo FFE o f i 6 j.00 FFE $$ W DEDICATED TO ALBEMARLE COUNTY \ o6BG 4 L I L! Y 4 5 7 � I I I I (.N. 3. o6 T� 4 0 FFE { 7°� F I 10(i 43 .17 BSMyT I I PROPOSED 1z HDPE YARD DRAIN SYSTEM AT TIME OF FINAL SUBDIVISION PLAT, 4 0y.6 BW 42 0 I 1 4 I' 4z6. 3 F E I I L I I � �' I _ I / w PER PROFFER #z OF ZMA2oi800011 404 B I / / 416 oo BSf�T 1 f I I 31 w/10 PRIVATE DRAINAGE EASEMENT 5 _. oz.67 BW ya TW I %' /�� 4 �I 3 1 ' 1_ I I I LOT yob TW yoo BG 4916 FF 8 v yoz BG 398.67 BW . • I� %�° _ � - � I 449. 7 GAIN .. 3 49 7 7 1 w 400.676W I ' g y �y 1I I J LOT'' 45a 3 FF I �4o i N % 4zS o I 1 o )� PROPOSED SWM FOREST& I -- - - � � ° 1 I � YI 103 W / OPEN SPACE EASEMENT \ I 13 I of GAR 26.67GAR / ° Sao 1 \ = 33 FE I of ) I I of I ;.00 FFE 1 4z6.00OAK \ " u / ` <�° . ° I I. ROJECTBOUNDARY(TYP.) g /o YD- C w - 5 .00 ki - 13 / C 4z6.67 FFE \ / I ' < / 5 / �/ _ / I I 6 w z/ L T - �6- I 5 FF 1 5 W w o \ 416.67 BSMT \, / / / - 4 LOT w . " � � \ \ n .. , , . .• PROPOSED 1z HDPE YARD DRAIN SYSTEM / /LC)T w/ 10' PRIVATE DRAINAGE EASEMENT \ � �� \ \ � \ ✓ i % - y o�4 \ \\ I \ / - 4 1 67 FFE _ - _ - - • • �o ', / � / h ROPERTY BOUNDARY (TYP.) \ \ \ \ \ ✓ \ \ ' \ / �,, BSI�1T 98 \ 42 FFE , " o R \ \ \ / - °� LOT \ \ / s \ 7� L�JT � � / � 1 ° . I 4 0 51.0o G • \ // LOT 451: 7 GA _ 1. FF 04 / a•' 1101 ` 45 33 FFH' yl w . : w PROPOSED WALL 9` 11 \ 44 .ro B MT / ! GEO-GRID SYSTEM \ \ 7 4zo \ /i A2b.. l l l \ I I 6 yz.3g FF LOT / 3 g 412 TW 3 o°.. - PR P ED HD E R F DRAIN Y I'VI O OS 8 P 00 S S \ 1. GA OPEN / 4oaBG \ \ \ / ii / -Lob- 45 7 /, I \ 1 w/ Sp.67GA + b 10' PRIVATE DRAINAGE EASEMENT Lo /.. SPACE _ - - ` Yp_ p 1 0 49 33 5 44 'S.-Srl f °/ .-: a .-.�.-. .. ': �_ z. FF LOT10000, 45... PROPOSED WALL '' � �.PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ � } 82 oo BG S ARTOF y O I'. - EXISTING PRESERVED 4 - 10' PRIVATE DRAINAGE EASEMENT... - L- • .j L ... � (MAX. HT.=6') 398.67Bw wALLC / ,�. � // I _ �.- I.- / I o GA Y , I4% g1.67 GA STEEP SLOPES (TYP.) STA. o+oo / LOT R 3 z. FF LOT YQ 1L a w / PROPOSED WALL 4o8TW 67 FFE / '. I 33 / / MAINTENANCE EASEMENT 4008oTW .412 TW 6406.67 o68 .667G BW .$1 4oBG 4o6G /_` y 4 3 D .67BW 4o4.67 BW.4zoTW o GRAPHIC SCAL 410 yob.BG 45:]=s ao \ eo 04BG ®�7Bw LOB 66 402.67 BW SPACE'18o 00 NOTE: NO PROPOSED GRADES SHALL EXCE D 2:1 SL0 E. / / rFJ, 3 I /4% 51.00 GA I r z6A 16 (tN FEET ) LOT I / 1 ch = 0 ft. / NOTE: SLOPES GREATER THAN 3:1 SHALL BE P AN ED WITH NATIVE - � T I � �' STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION�_ 79 I I 44z \ I wED SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,00o SF. - / �� FYP.)/ AAMATCHLINE - SEE SHEET 12 / o.00G k / . �, r w f f U p to I as V Z M p V ! w I � w co o< wL IW I � : Lu ti M z M C3� Q N J M L N Q 0 C>7 0 04 N J Z LU J ~ z J J 101- UJ 1 LU ~p Q ,� z W a IY Q 0 0 CM6 � z_ LU ` i 0 ~ U Ul U) 0 LULU CD J H� J LU � J 0 Q 0 / V 66 0 CD W N LU r. F_ JOB NO. 182150 SCALE 111=30' SHEET NO. 13 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 7HE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OUMALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA71ONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN 7HE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-i. 7. COMPLIANCE K17H THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 7HE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ONT THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 7HAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES RADING 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICA77ONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR 7HE EN77RE EASEMENT. 07HER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N OF THE SUBGRADE. DRAINAGE a 1. ALL PIPE CULL -IRIS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. �Z 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS 07HERMSE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT 774E SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLAT70N OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGA7E BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQL YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFICATIONS. 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. Pavement Design RF= 1.0 ocation ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h ADT alley Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 BM-25 5 2.25 n 6 ablewood Drive 227 2 247 4 4 9.89 SM-AILS 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 � �eg i aconia Lane 640 2 660 4 4 13.31 SM-AILS 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 _ _? \ ,o Ce o °o � � `%I(��" � � �� [arcella Street 236 2 256 4 4 10.02 SM-AILS 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 - � �\. `°� 'a � � ELLA � BEET,- ! � � "... hAAR�-Z b ADT'."'�-- - able la Court 113 2 133 4 4 7.89 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 I f e ; \ o J�o :I � r 3TE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND � o i � `✓'�W �I � �= J I� f' CONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. o L� e BEVELED BEVELED UNITS EXTENDLUDE OF HE CORER BLOCK ENT FACE /fE N WITHM2INCHFS OF ME COPPER BOCK PAC lo° MTNIMu� Anchori°' Diamond X INFORCEMENT CONNECTION WX MOT TO SCALE) �`�'"`�°`•�`°""""`. I ��w I V 11 REINFORCEMENT LENGTH � I FIMSNED GRADE I GEOBYNTHETIC REINFORCEMENT ii \ /4"ORAMTLLE (ELBVATION VARIPS) y�y GRANOLARLEVEIINVYAU WAR-WIDTHOFoveasVJNG R DEPTH OF EXCAVATION L=LENGTH OF OE09YNTNETICREMFORCEMPNT WIC-Q'pe)a Lt6' WO, �� Anchor- Diamond® / x 1 EXCAVATION OVERSIZING WX /(SCALE AnchofGR Diamond X TYPICAL BASE PREPARATION WX INCYLMSCALE) .... ... iCOTTTR. CD'LILINSZ H-I Lic. No. 0357911n >, 11/12/21 1 0 0 L11. RAN 00•.PARGIATIF EI SHAD GRADE):�\ Ir �� � � I ✓� I }f I114 ahi y�F U4�:a• .."L, e / o.::�I� - r _ 1:.: ti z e /6 0 ° o°° � I EcLI c RIP a NOTE: NO PARKING - °DO E s• ' s a /o aa' S fi• I. �, AI�a��aN ALONG ROADWAY S,eN n[ ux[I ux[I ul.[I 'w[I I [+ s,e[ sin[wuxl )6'FIC-FIG � fii RlW-NW TYPICAL STREET SECTION - 6>' PUBLIC ROAD R/fY / (h'ALSEY Al/ErYUE) 30 AfPH DESIGN SPA'ED \ (NOT TO SC4Lx4) TYPICAL STREET SECTION - 5.4 ' PUBLIC ROAD R/W (SABLE( 00P AI, , LACOArIA LANE, AfARCELLA STREET, & M.4RCELL.4 COURT) 25 AfPN DESIGN SPEED (NOT TO SCALE) TOP I CURB �i_ 2" R SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A 6" 2 T # BASE CUR , OR STANDARD CG-6 STONE BASE UNDER CURB & CURB & GUTTER CHECKED D VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFlWNG. G. ASPHALT PAVING - ROADS NO SCALE 9 I o I , NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED EVERY i5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS °�� SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. o" /\ I e o LY , I o /o A c I o J o , I 0 0 \1I (5' MIN.) SEE PAVEMENT CHART ¢" CONC. FOR DEPTH OF EACH 3000 psi MIN o "i ^i PAVEMENT COURSE o e o /J P O � I ; C R as a R / O /\ Q J Q u \\ a Q U C In 00 UP, III LU CO a H v w D WLl UP) IJ / 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE -- - - -= _DLO GROUNDS 15-1 CC-12 NOTE, COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOMN© CG-4 NOTE. COMFONENTS OF CURB RANTS CONSIST OF THE FOLLOWING' HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES. AREA N SOUARE YARDS) XYDROLLIC CEMENT SIDEWALK (DEPTH N INCHES. AREA IN SQUARE VARIED NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING GENERAL NOTES DETECTABLE WANING SURFACE(AREASIN SGUAW FEET) MS) GENERAL NOTES( DETECTABLE REQUIRED RGSURFACER(CMEA IN SOUIRREE FEET) EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD Y EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MO SHOULD PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED THE DETECTABLE WAR WARNING SH&L RE ENGAGED BY TRUNCATED DOMES. 1. THE DETECTABLE GUNNING L BE RE PROVIDED R TS APPROVED DOMES. BE SUMMARIZED FOR EACH LURE CUT RAP. BE SUMMARIZED FOR EACH CURB LUT RANT, 2. DETECTABE WARNER SHALL S. FROM THE MITELIIRS APPROVED T FOR 2. DETECTABLE WARNING SHALL BE FROM THE HOT MHALL M LET FOR SIDEWALK SIDEW&N DETECTABLE WARHWIG WFICES. PRODUCTS NOT LISTED SHALL MEET DETECTIBLE WARMNC SUFACES. PRODUCTS NOT LISTED SHALL MEET TO BE STATE MAINTAINED: �4 ME 12 MAX RAP pAl MAX THE REWREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 4Btl MA% THE REQUIREMENTS OF THE SPECIAL PROVIAION FOR CC-12 DETECTABLE 4Btl MA% WARNING SURFACE AND 9RkL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STMDMOS AND SHASPECIAL OL9W SECTION FIXt MPRDV&. SPECIAL DESIGN SECTION FOR APPROVAL. OF RE TO EELEVV ELEVATION 3. ADPNG DWESESIGN OF CURB RAMP MAY BE PWISD MONOLITHICALLY WITH RAMP � }. SLDPING SIDES OF CURB RAMP MAY 9E Pg D MDNOLITHICkLY WITH RAMP y I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS � LAR(EST PIPE. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WrtN gEQUREO BARS. �j� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BALLS j� /, � 4. IF RAMP FLOOR IS PRECAST.MLES MST BE PROVIDED FOR DOWEL BARS SO 'L 4. IF RAMP FLOOR S PRECAST.MLES MST BE PROVIDED FOUR DOWEL BARS 50 COVERED. /, I THAT AD OWING FLARED SIDES CM BE CAST N RACE AFTER PLACEMENT OF X'1 MAX THAT ADJOINING FLARED SIDES CM BE CAST N RAGE AFTER PLACEMENT OF O1 Ma SNIPE TO PRECAST'RAMP FLOOR. PRECMT CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOW. RRECASi CONCRETE 9R&L BE CLADS A-4. OF PIPER I I 5. REQUIRED BARS ARE TO BE NO.5 % 8" PLACED IF CENTER TO CENTER ALONG TYPE A 5. REQUIRED BARB ME TO BE NO, 5 X 8" PLACED PCENTER TO CENTER XONGCONETTOUTYPE A BOTH SUES OF THE RAMP FLOORH13-OEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH AIDES OF THE RAMP FLOOR, MO -DEPTH OF RMP FLOOR. MINMMA PERPENDICULAR ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE I CONCRETE COVER I%'. CONCRETE COVER 1Vi'. RIGHT-OF-WAY BEFORE BEING COVERED. I 6 AUR / CURB AND CDW N PAYMENT FOR TRANSITIONS AN D ETERTO CURB RAMPS N B CUM INCLUDEDCURB AND IN PAYMENT ORW CURB I CURB AND AACENER?o CURB BANK IN ]. OUR RAPS ME TO BE LOCATED M SHOWN ON THE PLANS OR M DIRECTED 12d NA'A' T. CLiS RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED vm iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY BY THE ENGNEER. TREY ARE TO BE ET OFEO AT INTERSECTIONSW EREVER �� BY TIE ENGNEER. TREY ARE TO BE PROOFED AT INTERSECTIONS WHEREVER ME trT , �. I AN ACCESSIBLE ROUTE WITHIN THE PoWT 6 WAY OF q HIGHWAY FACILITY AN AGOL551BLE ROUTE WITHIN THE PoWi OF WAY OF A HIGHWAY FACILITY j /.� ORNONE IS CURB REGMOLST OF WHETHER SHIN PE 15 EItISTIHG, R2pP(ISEO. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. H ' OR SHOWN ON T. THEY MUST BE LOCATED WITHIN WEER. AND CROSSW&IRS OR NONEXISTENT. THEY MUST DIRECTED LOCATED WITHIN WEER. AND SHOULD NOT /y A AS SHOWN ON PLANS OR M DIRECTED S. THE ENGINEER. AND SHARD NOT TYPE B B5 SHOWN ON PLANS OR M STOP LINES, BY THE ENGINEER, AND S. FEE NOT 2TYPE B BE LOCATED OP NO VEHICLE STOP ACCESSIBLE EXISTING LIGHT E A CORE BE LOCATED BEANO VEHICLE STOP CUES, EXISTING LIGHT POLES, FEE HYDRANTS. DROP INLETS. ETC. ADCESSBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL 4@ iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL ACDE59E'LETELNENTSEOF AJ FAACILIAND TY THAT LIP CAIRN BE APPROACHED..( CONNECTING "NYI�!'YVZT�Til�Y¢KC:d%�, ACCESSIBLE or A FACILITY CAARTBE APPROACHED ENTERED •i rr z''� R >IV�•''"'`A/'NK'a%X'�� A TOPE TO DRAIN TO FINERY u'k"Kf,.,yAyY"5`n/` „A AND USED BY PEDESTRIANS. AAT Mf �J?'a1`5A6�1✓1'�`'V" ' '9 OF OUTLET PPE AND USED By PEDESTRIANS. I9 9i-Py5R RJq'yR'f'�;�„Z' /'t F`" „ � • K PTO'"v�;' y% J, V CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND �� SECTION A -A B. RAMPS MAY BE PLACED W RID F OR HE UNITS F THE Ns PROVIDED THAT i�yll''C`11 1r1Mp B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT v0''") 121MY APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THE WRe OPENING Is PLACED wITxIN THE UNITS of THE cgossWALK AND 124M YAK -� THE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ND 12, N `B -� THAT THE SLOPE AT THE CWMECTgN a< THE CURB OPENIryC IS THAT THE ROPE AT THE CONNECTION OF THE CURB OPENING IS Y TRANSITION BETWEEN PERPENDICULAR TO THE CURB. yNA x •A• ' PERPENDICULAR TO THE CURB. S. MH X •A• TAPE MINISTERS SIM WHEN METHOD OF TREATMENT IN DROP INLETS 9. TYPICALM CONCRETE SIDEWALK E IR THICK. WHEN THE ATED HEAVY Y TRUANNOT S. TYPICAL CONCRETE SDEW&K E 4" THICK. WHEN THE ENTRANCE RADRU(DK v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS DIFFE ENT SRES OF ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE IRONING REOUREMENTS OF ENTR NC HEAVY TMDK A I PIPES ME ENWMrtERW, B TRAFFIC REFER TO STANDARD CO-13 COMMERCIAL ENTRANCE (HEAVY 4'MN TRAFFIC, MEER TO STMDARO CG•13 COMEERCIAL ENTRANZ IxEAVY 4•MN CONSISTENT WITH THE APPROVED PAVEMENT DESIGN PRIOR TO ED OF HIGHER THAN AT E . 2' HIGHER THAN TRUCK 1PXfKn FOR CONCRETE DEP)X. TRUCK TRAFFIC) FOR WNCRETE pEPYH. /KA'/� `� AATPXX SAMEMASTTOP OF CURB 10. MEN CURB RAGS ME USED IN CONJUNCTION MTH A ARMED USE PATH, ADT 7XDCF, SAMETOPOF CURB t0. WHEN CURB RAIDS ARE USED IN WATER ON WITH A SHARED USE PATH, \ PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY /' THE MNMJM WIDTH sHRL BE THE wnTH a THE SHRED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A 11. WHEN NANLA DING DOG S}re�L ISPROVIDED ROVIDED FEE TWO CR RSAGS (DIAGONAL). )' TYPE C II- R 4 4NLY ME AREA RAMP IS SHALL BE MANEUVER CROSSINGS GARS EELOeNR&). TYPE C NOrEs: ! PARALLEL & PERPENDICULAR PARALLEL III PERPENDICULAR MMM OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH ! INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' • 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' 4' PAVING COURSE AS SOON AS POSSIBLE. \ LANDING AREA NAY SDLLOE THE GUTTER PAN. LANpWC AREA MAY INCLUDE THE CUTTER PAN. 1N15 DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ 9.OPE TO GRIN TRUNCATED DOPE 'v' TRUNCATED DONE In ON PLANS OR WHERE NYEFIT OF PPE IS MOVE AVERT UR 1 TO AVERT OF 12. ALL CARES WHERE CURB RAMPS INTERSECT A NADIR SECTION Of B"-2 4" L-L a 12. ALL CARES WHERE CURB POPS INTERSECT A RADIAL SECTION OF .R"-2.4" CC STRWTIAE. r�j OUTLET PIPE CURB AT ENTRANCES OR STREET WMECTXI&S THE DETECTABLE o 0.RB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d WMNNG SERFAGE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS W BE FBLD O O O O O I� I� _ A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, MAIMP1OLE OR DROP P IMLIE APPLICABLE BE FORMED AN mCONSTRUCTED / -MODIFIEDHE of RECOMMENDED BY THE MANUFACTURER TO MATCH L- 6 0 0 0 0 0 0 0 0 0 0 0 - _MMCOMFIEED THE BAI of ECCCIAIENDED D THE MANUFACTURER TO MATCH LCURB.- 6 0 0 o O o 0 0 o O 0 0 - UPON COMPLETION AS PART OF THE FINAL INSPECTION. 111E NYERT 91APNc As OETNLED IQtEW 5 TO WNsSr OF A B o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PORTLMO CEMENT CONCRETE MIX CONFORMED TO OLA5$ A3 DR u -j O -r CLASS LI EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE � 000000 D O 0 000000 o ti 0000000 0 0 0 00000 a UR TO !'I IN pMETEA ,NO CIX195T OF STONE, BPDNEN BRICK, � i LANDING RAMP + N-NAG 9t To CONCRETE IR AND& CO WNCRETE OLWK. THE BOOK. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA 9HRL a EF sMW H BY MINE OF HALO TROWELLING. ALOE I I n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF 174E COARSE MG EGA E SCULL REMNN EXPOSED. `--m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rM o 0 0 0 0 0 0 0 0 0 0 0 0 0 00ETILS OF EVERT LAPNG AS SHOWN HEREON ARE FOR EXAMPLE - Y. F BASE DIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -fi5R OF BASE DIMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PURPOSES ONLY. EACH MANHOLE OR DROP MET IS TO BE SHAPED � e - TOP DIAMETER TOP DIMfTERCONSTRUCTION TO SCHEDULE AN INSPECTION. NDMOUALLY TO BEST FEE THE PARTICULAR INLET AND OUTLET DETECTABLE WMNNG xi DETECGONFIWRATON M0 ROW LINES. AT RACK 01 WRB "-14" VARIABLE FULL WIDTH OF qkP ROAR AT BA'-14" I VARIABLE FULL WIDTH OF qAW ROAR SECTION B-B SEE NOTE 12. BASE DIMETER SEE NOTE 12. RASE DIANETER PAY ITS I PAY LIMITS viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS PLAIN DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME METHOD OF TREATMENT IN MANHOLES INSTALLED ON A RPDNS DETNL DETECTABLE WARNING INSTALLED ON A RADIUS DETNL DETECTABLE WARNING WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DETAIL DETAIL DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PVDQT srsnERE°noEW XVDOT SPECIFICATION XVDOT SPECIFICATION ELIGIBLE FOR STATE MAINTENANCE. ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING ROAD AND BRIDLE STMDAADS CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE MANHOLE &INLET INVERTS ROM ANO BRIDGE sTANDNDs ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N (IIIII THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. I EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). EET 1 OF 1 REM90N DATE 302 SHEET tOF 5 REV51W GATE (GENERAL NOTES) 105 SHEET tOF 5 REVISION DgrE (GENERAL NOTES) IDS 1pB.08 VIRGINIA DEPARTMENT OF TRAMPORTATION 203.05 OX/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D2 203.05 OTA15 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-BD WIDTH OFF CP2 GR.2. U AAII W WIOTX OFE%PMSIENTRANCEN O, F � D OJOINT @r @ H� W EXISTING OR PROPOSED rc rc SIDEWALK OR SIDEWALK SPACE C ~ / CURB INCLUDED IN � EXPANSION T\ ENTRANCE GUTTER W POINT V� FLOW LINE ENTRANCE WNM DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT A' -I "ALP VL/MN UNPAVED- I SIDEWALK BE NORMAL WT TER 9 bea'444 b 6' 8" AGGREGATE BASE TYPE ISMS 29 3•-0" 12% MAIL YOPf FOR CURB AND CUTTER ONLY FOR SOEW&K CURN AND GUTTER BUILT CONCURRENTLY SECTION A -A NVDOT ROAD AND BRIDGE STMDNDS SHEET 1 OF 1 MASON DAIS 203.03 O]/Yi ITV CM APPROACHED ENTERED ANDIA. 27�4" MIN - 28�4" MAX RAIL HEIGHT LIMTss ROUTE srBIM® __ -L ®ncass RouTc sTRIAN NOTES1 UWAVEO SPACE NON -TRAVERSABLE .• UNPAVED SPACE 1. THE REM MAY BE PRECAST OR CAST IN PLIGE. 2. CONCRETE TO BE MASS AJ IF CAST IN PLACE, 40W PSI IF PRECAST. .. . 6-3'• 6'-3" J'-I%f 3'-P/t• 3'-0/x" 3`1Yz" WIDTH 0� 7 R 3. OEM HAVING A RADIUS OF 300 FEET OR LE59 IL_•�-JI OF CURB( WILL BE PAD TO M p /VMN CADG.E M --- � ; D 4. THE DEPTH OF CURB MAY BE REDUCED M MUCH ' • ' AN J' RR" DEPTH( OR INCREASED AS MUCK AS D.� T D.� �% ^" A^"�'N' �"�""�"•�'" 'a`�' RI L TR 3" I2T' DEPTH( IN ORDER THAT THE BOTTOM p, DD' U CE55 ROUTE NON•TRAVLRSMLE .' LESS ROUTE OF CURB GULL COINCIDE WITH THE TOP OF A ' COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE WE DEPTH S TO BE 15" AS SHDWN. ♦ :p.' „°.' NO ADJIIsfMENT N THE PIERCE AID IS TO BE WOE I I I I J I I I I I I I I I I I I PEDESTRIAN ACCESS ROUTE DETAILS WITH & FOR A DECREASE OR AN INCREASE N DEPTH. D.;T D.;Tp WITHOUT UPAVED SPACE SLI C, LG-215 TO BE USED ON ROADWAYS MEETING.�D•.�p•. THE REQUIREMENTS FOR CI AS SHONE N p.'T•p GR-2 GR-2A ADDITION& RIGHT-OF-WAY IS PEO�ED F THE LIMITS 1,_3„ APPENDIX A OF THE VDOT ROAD DESIGN WNR IN THE SECTION ON GO URBAN STALDNDS. '� '. A•�. A�. I6'-3" POST SPACING) t3•-P/y• POST SPACING) OF PROPOSED ACCESS ROUTE EXTEND BEYOND EXISTING DR PROPOSED VDOT gIWT-OF Wl- IS".R py�D,; DYNAMIC DEFLECTOR - J' MAX DYNAMIC DEFLECTION - 2' ® PEDESTRIAN ACCESS FIGURES PROVIDE A CONTINUOUS•• UNOBSTRUCTED. STMLE FEN MG SLIP RESISTANT1:. T • A. p, .p, PATH CIXiHECTING ALL ACCESSIBLE ELEMENTS OF A ' �'• FACT THAT PROICHED • �'• A. USED BY PEDESTRIANS. b, n, 1IIT��••��11II � 2• RA SUND'ME NOTESx . W IF PEDESTRIAN ACCESS ROUTES ARE BEING ® /r PROVIDED. A I 4' TRAVERSABLE WIDTH I 0 EEO, MNMW E SMLE MD B I I WMDRIL LOCATIONS SHOWN ON PLANS ME APPROXIMATE REQUIRED WITH A MM. 2Y. CROSS SLOPE. - Q SECTION SEC ON B B ONLY MO CM 6E ADJUSTED WMNC WNSTRUCPDN F JLJL n� B• AN IWREcreD BY THE ENGINEER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 DR Co d, THE CURB FACE ON THIS 2 O p.' - p.'• FOR DETMLS OF POST AND SLOCKGUTS SEE SHEET NO. SOLOS. X MTGNNE NESTED IL • OPTIONAL ITION METHOD USING NDSTfO RAL USING BACK STANDARD IS TO BE ADJUSTM TO MATCH THE MOUNTABLE CURB CONFIGURATION. D,• Tp, 9MFKE N OF FOR CIATED Of RAIL ELEMENT RNL JOIN ND RNL ON BACK OF POST GE PARABOLIC CRVEXj CURVE •>. 3 FN i A i OS, 50 ASSOCIATED HARDWIRE SEE SHEET ADS. Sm.01 MD 501.02. _ AWITIONAL ON BACK OF POST WIDE ETHE 8' s • D. 3L'TCED PRAIOST SPACING WILL BE RNL ELEMENTS ME FURNI91E0 SHOP CURVED FOR RADII FOR GR-2A --- -- XX ---------- . e • b'. n e.' A . -. .D�. -. BASE BETWEEN S FEET ND 150 FEET. %X Y MIO%iO OX CHANCE •ov eae ese: e`.S :e ALLESETGUARDRAIL POSTS SI1kL BE SET W TH T SHALL °� NOT BE SET WITH A VARIATION OF YORE 1HM e" PER FONT FROM W-BEAM. OLNOUTS.NO POSTS BE gp4ge SECTION"C-C AS PER AND XIGN. FIAERATION OR TOME. AS PER SET MD ALCNED HE SPECIFICATIONS. 5AN OF THE SPECIFICARONS. 91BBASE W ML AS tN.E.S.) CONE. &L GR- ALL GR-2 AND GR-2A RNL SFIKL BE MINTNIEO AT A WIGHT HEIGHT OF 2]�" MIN - 28 i' MM M M:AWRW PER 5'-0" ®POINT OF GRADE CHARGE I� B" 12" L! GR-N5. ALL W-MUM ROLL BE LAPPED N THE DIRECTION OF .s. X -.12 % MA%IMGM INCREASE N MORE AT MINIMUM IU' INTEgVRS •>. , �,' . �, c FORM VEHICULAR TRAVEL FOR THE FN5HE0 ROADWAY. THE OPTION& GR-QA METHODS OF NESTING THE RAL OR USE x X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERV& ND B % MAXIMADECREASE FOR SUCCEEDING MNMW INTERVALS INTERVL , ACCEPTABLE ALTERNATIVE ADDITIONAL AN ADDITIONRNL ON THE BOCK OF THE POST FOR STANDARD GR-2A SH LL BE APPROVED BY THE ENGINEER IF CURB IS EXTRUDED PRIOR To INSTALLATION. RARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND I SHY LADE MPH NE L5 FLME RATE FUME RATE 70 9' 30'1 15'1 • 80 8' 28'1 14'1 • 50 6.5' 21�1 11:1 40 5' 16H B:I • 30 Y t3q T1 • O GENERAT�ON C LC A IONSLET F N N � %TRIP GENERATION BASED ON ATE TRIP GENERATION % MANUAL (ioTH EDITION) 54 SINGLE FAMILY DETACHED UNITS (CODE zio) 28 SINGLE FAMILY ATTACHED UNITS (CODE 230) 53 TOWNHOUSE UNITS (CODE 230) �o �o ADT: 11103 VPD (552 ENTER/ 55i EXIT) 0 � o io° AM PEAK: 7VPH ( ENTER/ 58 EXIT) I� o �,� PM PEAK: 99 VPH (62 ENTER/37 EXIT) DG-B NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION WIN M GUTTER HAVING A RADIUS DF 300 FEET OR LESS (ALONG FACE OF CURBI SHALL BE PAD FOR AS RADIAL COMBIMnm CURB F GUTTER. 4. FOR USE WITH 5TAIRMED OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB L GUTTER cuu BE CONSTRUCTED PARALLEL TO WE SLOPE OF3UABASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROM DESIGN MAXI& IN THE SECTION ON GS URBAN STANDARDS BE CONCRETE OF THE CONTRAGTOR .ERE "cE COMBINATION 6" CURB AND GUTTER 05 502 VIRCINA DEPARTMENT OF TRANSPORTATION 3 A (RADUS TO BE AS RO AD SIRE E NOTE G MARK MARINE AR MNIUNE ROADWAY IEEE NOTE 61 SHOWN ON RAND( C C (RADIUS TO BE AS / RADIAL COMBINATION SHOWN ON PLANAR CURB AND GUTTER CC-8 (SEE4 NOTE ]) S OEW'&N 18,• (SEE NOTED FLOWON ILALIE EXPANSION I M EXI JOINT o JO NOTE' WDRI "B' 2'-0' OR AS w' MNNLNE ROADWAY SHOWN ON TYPICAL SECTXN. A-PRI PLAN VIEW MARLINE ROADWAY SLOPE 10' PARABOLIC CURVE D COPTIONAL FELLOW EW SLOPE WINCE - -- - D M K C ® - MARLINE ROADWAY ---- ---- - - - - ex MAIL -- p SLOPE WINCE - - - D • SUGGE SECTION D•D FEESEM-gIGq BARBER SJ YSTreEMS. STANDARD ENTRANCE GUTTER SPECFCATION REFERENCE SPECIFCATIW REFERENCE STANDARD fill CURB xv=r `VD T A COPY OF THE ORIGIN& SEXED ND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCE SPECIFIC REFIRE ROM AND BRIDGE STANDARDS ROAD AND BRIWE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 502 105 BENISON GATE 1 SHEET 1 OF 1 SHEET 1 OF z REVISION DATE (STRONG POST SYSTEM) 22+ AGE VIRGINIA DEPARTMENT OF TRANSPORTATION _2 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 5OLO4 GAIN VIRGINIA DEPARTMENT OF TRANSPORTATION 503 A BENISON DATE SHEET 1 OL 1 201.W CG-11 GENERAL NOTES 1. WHEN CO-11 IS OLEO FOR STREET CONNECTIONS THE CONNECTION MIST BE DESIGNED IN ACCORDANCE WITH AMIATO POLICY AND THE APPLICABLE REQUIREMENTS OF THE NOW ROAD DESIGN MMII&.INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRARCE RIDS CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK M CURB BAPS WITHIN THE LIMITS OF THE RMSSIOULD BE INCREASED TO ]". 3. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CC-] THE CIAO FARE ON THE STANDARD 5 TO BE ADJUATED TO MATCH THE MOUNTABLE WRB COMTGURNTON. 4. SEE STANDARD CG-M FOR CURB RAP DESIGN TO BE USED WITH THIS STMDMD. S. OPTIONAL FLOWUME MAY MOORE WANTED OF A PORTION OF MOTHER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES B. PLANS NE TO INDICATE WHEN CONSTRUCTION OF A ROW LINE 5 REQUIRED TO PROVIDE POSRIVE "WE IWOSS THE ENTRANCE. T. MAIWINE PAVEMENT SHAM BE CONSTRUCTED TO THE RAW LINE (EXCEPT MY SUBGRADE STABILMATON REWIRED FOR MAFLNE PAVEMENT WHICH CAN BE OMITTED N THE ENTItMCE.) B. RADIAL WRB OR COMBINATION WRB AND OPETER SHALL NOT BE CONSTRUCTED BEYOND THE FEW LIRE EXCEPT FOR REML EW PURPOSES. 9. THE OESIRABIE AYD MAXIMUM ENTRANCE GRADE CHANGES 5' MIN.' CONIERCIAL ENTRANCE D" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE TALE. THESE VALUES ARE NOT APPLCMLE TO STREET M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES I e - - ENTRANCE VOLUME GRADE CHNDE OESRMLE W%WM HIGH I MORE THAN 15W AID 0X 3It MEDIUM I 500-11500 VPD 53X 8x LOW I LESS THAN 500 VPD s B x B x 11 5. .�, ,X, '!•. `, 1 NOTE' AFFOWMIE ENTRANCE DOME TABLE IS NOT M ,4 .i. •�.• 'V• '-1 PML LICE TO STREET CONNECTIONS � SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION :M W, 203.04 N ® co 1 N CD M W N CAL'/ 1 N J J U) O J U W I LU Ul Z I- I- L lU) � yJ BJ LU�/ I..L BJ Q O C) N U JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. iz. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. i6. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OFTHE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL H 24"I"6„ INITIAL BACKFlLL 824 IN B" MIN MW. MIN. MIN. 6" BEDDING #68 STONE 4 STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 1 INITIAL BACKFlLL 4 MI UNSTABLE e 6 6 6" SOIL\ MIN MIN. _ MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA STA L SOIL ' 4'Cc STABLE solL OR Roc\ NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL, 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS. ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES '10'tla'i�� 5 10, 5 WATER SEWER 3 A o � d £ LOCATION OF OTHER UTILITIES /CGAS, ELECTRIC, TELEPHONE, CABLE, ETC.), EASEMENT WI➢THSL WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER L SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT .1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i U f a 2 N LVE V2'x 2500 P.S.IRETE G AREA. THRU THRUST BLOCK d a .. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 15112" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2" AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT C3500 PSI) REQUIREMENTS 1'- PVC FEMALE CLEA=CAP WITH INVERTED N FLAT SLOTTED SC KOR-N-SEAL No. S406-10 AWS* + WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL WYE - -- F - 'A BOTTOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OFWAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CLEANOUT FRAME ,• FRAME AND LID - - - - - - H Y I I�'�r51 II 1 \ LLLLL 1 aY r LNyyE SEWER LATERAL A A CONCRETE 45' BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10- & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TO-3 V COMPRESSION . 31V MALE PIK COUPLING CR APPROYED EQUAL 1. TYPE -K C SGFT COPPER FOR USE FAMILY AL ERMCHEO RSMGUE DUAL RESIDENTIAL DUAL RE9oEialAL ONSERs ES AND IRRIGA➢DN $FARCES ,-."O. ,EE OO Rom. NO SNEAIEO FnnNGS � 2. DUAL SERVICE R. 1- CpIPRE551 N " 3/! MALE PIPE rMPLING OR APPROVED EQUAL PE 'N. SOT COPPER O FOR USE GH DETAWm SINGLE FAMILY RESIDENT& SERVICE WERE AN IRRIGATION META IS NOT PROMISED, SINGLE SERVICE NOTE: ,) SOIDLES SHALL BE USED ON PW PPE CAST IRON UD RNISHED MADE LOCKWNGAR BALLOX YK EIIXLETQU Eb- nGOPPLRSETIER MIN. ,ro WIND GGFLNG� ys"METER 4.RIC" CORPGRATa STOP ( A$ NECESSMY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 H z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN R _ r i Y t BRANCH 12" I I / 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 Top Yew 6" MINIMUM d4 4' MINIMUM 4 4" MINIMUM a. . d a 4 :d_ a NOTE: RESTRAINED JOINT FITTINGS. Side View F 95% uired d Ste, (min 3' min. penetration iI soil or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 NDTEL MIN. 60' DIAMETER MANHOLE REQUIRED. J�M44MPDR' E PVC CRDSS USE APPROVED FLEXIBLE RUBBER6, BOOT.STOPCOfDNG DROP PIPE E STRAPSAINLESS STEEL)CED EVERYVERTICALLY ";., i0RESTRAINED BEN➢SEWERPIPEMPEWIN IN SENEN+. PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FRTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDEOTO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE IM OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 �E E n.. o� ^Em 8a o 0 U Vl4J NGi i NA I I - Vn 'v sEa'U` u ZZ oEoEhO Q Ci „s E8 LL JG > y um6 w a N o yE e5 E � Ems. E E E• � N In T !")� �gFE E O I I s o vN E i E s Z e o E S E U ' fy,�lo 5- 3 f n (V n ✓t (� N o 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 FINISHED GRADE ITT- 1==1=nr_1T1=7fT=nT=1T1=-r TRENCH REDUCER -r _e. A �2500 P.S.I. CONCRETE THRUST BLOCK ---------------- a-_. __ -------------- UNDISTURBED SOIL g 18' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE • T - - - OF TRENCH- + 24" MN. ----------.:------ m REDUCER . 8" MN A' A 2500 P.S.I. CONCRETE THRUST BLOCK + g" MN - - - - - - - - - - - - - - - - -. UNDISTURBED SOIL - EDGE OF TRENCH 24" MNL �- NOTES: PLAN VIEW MOTTO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK TUTS FIG. W-3D TD-7 4 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINEN SERVICE LATERAL _�rIN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 7 CU. FT. 18'-22" ALVE BOX q68 STONE 42'MIN 6' GATE -�$ •".) VALVE 8' % 6' TEE 2500 P.S.I. CONCRETE .L.- BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FIrnNGS WHEN THE SOIL IS DISTURBED O)� WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-B FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE =_ F POSSIBLE III II. I�I�illll-lll�Il- _11 _ �I BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORA➢ON STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12' AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* 8"MIN (6" LETS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : L OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TO-34 ;COTT/R. CD'LILINS'Z I� Lic. No. 0357911n L. 11/12/21 "Aj z F `u U.] O C 0 C Z co a O Q 4 F Q In U .A a Yl LU � z2 Z U)Z O0 0 .JQ O 1 F Lu U W z ti a ,A 01 �// d `e GO GOa \ CI e / 2' ❑ Lu UC).a WL ce InU 01 O ti N Q J ® cy) M1 N Q O O N W > Q w z J Hi - w ' J V 1 ` �T1 W nN/ 06 C) T U) 1 U ,H --1 W (n O LU � z U Ul U) O WLU m U) B1 W O J < Q o ci C)co0 N U I~ JOB NO. 182150 SCALE N/A SHEET NO. 15 IN 440 PVI STA: 22+00.00 K:5 7.34 LVC: 50.00 o It o w 00 435 + s " s ro N W N Lu m ; W m Lu FI PROPOSED VDOT STD. CD-i . (NP') PVI STA: 18+oo.00 ,1 PVI ELE : 413-97 K: 4 .93 W 4�5 LVC: moo = o T PROPOSED VDOT STD. CD-1 W o w m m o a i.4'Lu i N(J V Lu Lu 420 > m > W z J 1.99% 2 PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE Q 415 + IL L TYP. w z g 1.3' w O ¢ ~ Q PROPOSED VDOT STD. CD-1 410 w 18A L J W o_ _ ROPOSED STORM SEWER CROSSING LL O z O / PROPOSED FIRE HYDRANT 405 20 / ASSEMBLY w/ lz"x6" TEE W Ln Lu J C m ¢ / \ F ` 1.3' Z 3 PROPOSED 12" CL. 52 DI WATERLINE 400 / / 16A � / / / / PROPOSED GRADE (TYP. / 395 / PVI STA: 12+28 75 1/ PVI ELEV: 356. 4 EXISTING GRADE( YP.) K: 37.02 LVC: 296.00 / 390 _ 3' k6 A / 14A 0)0 + vmi m + M / 'Oi Lij m ui / > u > / ROPOSED STORM SEWER CROSSING > m > Lu/ 385 m W i � oho oo° PROPOSED 1z"x8" TEE, (z) - 12" G.V., & (1) - 8" G.V. / 38o / 3-5' / / MIN. / 375 / VERTICA GRAPH C SCALE / PROPOSED FIRE HYDRANT z.s o ASSEMBLY w/ 12"x6" TEE OR 0 PVI STA:10+30 00 w / / 37 PVI ELEV: 3S.36 0 K: 3.99 H / 1 inch = 5 f . LVC:1o.00 F / LC 1W PT. STA: 1027.00 `^ r PROPOSED 12" 22.5° BEND TO CONNECTION w/ L DW PT ELEV: 3 z.88 L WATERLINE PROPOSED UNDER THE PHASE z Al. Z / POLO GROUNDS ROAD PLAN (SUB-2017-117) HORIZONTAL GRAPIC SCAE iY 365 o rn o o ¢ / NOTE: A L ROADWA EMBANKM ENT MATERIAL SHALL UNIFORM LAYERS NOT MORE TH CCE5t4VE--- N 18 INCHES IN THICKNESS BEFORE COMPACTIO OVER THE ENTIRE ROADBED AREA IN A XORDANCE WITH VDOT z zo ROAD AND BRIDGE SIP ECIFICATIO 303.04(h) NOTE: CLASS I BAC FILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FL WABLE FILL, CONFORMING 10 SEC1 IONS 205, 208 OR 249 RESPEC IVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGG REGATE SIZE z AND 26, PER DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a) G "BA KFILLING". 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MI 1IMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MI qIMUM OF i'OF VERTICAL SEPARATION FROM STORM SE AtER & W/L AND 1.5' OF SEPARATION BETWE N W/L & SA ITARY SEWER MUST BE PROVIDED. V) N U) N N Z / BA- V M s W sw / > m > w Ln / / ( ]N FEET ) 36o m Luw / 1 inch = 50 f. O H Z / ROPOSED 12" CL. 52 DI WATERLINE EXISTING 20" DIP SANITARY LL / SEWER CROSSING ~ / ROPOSED 12" 451 BENDS 355 � VDOT STD. CD-2 50% 00% )TE: SEE PHASE z POLO GROUNDS- 1.3 ROAD PLAN (SUB-2017-117) FOR ENTRANCE DESIGN INFORMATION 4A PROPOSED STORM SEWER CROSSING EXISTING 15" RCP STORM 345 SEWER CROSSINGS 'i l0 N 'i 01 �t I� n n n n N" N t0 'i t0 O W) d 01 N W 0) N .t N 0) 'i O O N N M O H O 'i 00 'i 01 F O n 'i .t M 'i ri n coOp 07 N ^ 1p N ^ Ol N ^ O 1p l0 W N N O7IXI M M Ol 1 IxI M ^ N M ,y� Ol 1 O ul W n '.j 0 f M l!1 M Ol 'i ,�:� llt 00 Ol ,y� N � N t6 W Ol Ol ,y Ol N 6 M ^ .t 6 n Ol O rl M ,�:� N ul M 00 �Y rl n S Vl ^ In � llt 111 N n N n N n O7 O7 OJ n W ^ Ol 00 Ol 00 Ol 0) O 0) O O O O O O O 'i O ,y 'i 'i 'i `y ri 'i 'i '1 N N N N N N N N N M N M M M M M M M M M M M M M M M M M M M M M M M M M M M M M .t M 1 S f 'T �} .T .t 1 S .t S .t f It S 't f S .t 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 HALSEY AVENUE (DESIGN SPEED=30 MPH) SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E p 11/12/21 14 z O a k L Z O z Z J O Q H � r > z w Lu ae r, r1i CD i N W O O N l N r1j N koo —1 Lu z Ix W n ul z ti M N N C:) Cn N N Lu Lu J_ I— O Q U i Lu F- Lu Lu U) Lu F- O O N z Q a- Q O�/ LL J Q z H� 1 rl 06 T-1 U 0 co J �1 2 O O�/ LL co LLJ J_ ILL O LLJ J Lu W 0 O W J ti H 0 W Lu U7 JOB NO. 182150 SCALE 1" = SOS SHEET NO 16 PVI STA: 16+05.25 PVI STA: 11+75.00 �1, 455 PVI ELEV: 443-15 455 PVI ELEV: 422.52 �TH 0�,� K: 13-79 ✓ LVC:50.00 O �� SCOTT R. LINS CJ Lic. No. 035791,E °0 11/12/21 oSIONAL E��1 z z Lu W W La 0 0 EASE VALVE U U 0 0 EA > > ASSEMBLY z � 0 uai uai E k a a rl Z W =zz o > > PROP O z0 a u 0 H 0 ~ z < < Lu H m m > a a LA ce ce W w w W W 00 wLu Lu U It ti N W N N O O O N l N rIj Lu N l\O \ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MARCELLA COURT P (DESIGN SPEED=zS MPH) BLOW -OFF Lu z >1 Z C'' PVI STA: 28+oo.00 PVI ELEV: 46o.ol N J K:47.z6 ( ® E LVC:600.00 465 C'') °o °^ HIGH PT. S A: z8+oo.0o a 0^ Q 0 HIGH PT ELEV: 450.49 0 a0!+ a + a N Q N W M W O u m � w 460 N O Lu m // \ D LL to+oo to+So 11+00 a+So lz+oo 12+50 13+00 13+50 1 +oo ly+So 15+00 15+50 16+00 16+So / / \ \ -oM m < J Lu MARCELLA STREET > L _ "� m / \ > 455 Lu z J EXISTING GRADE (TYP.) / PROPOSED GRADE (TYP. \ } ¢ O J H� ILL (DESIGN SPEED=25 MPH) � O \ LuLn F- � i \ aw 0 CO LU Q /PROPOSED AIR -RELEASE VALVE \ \ LL w Lu a o / \ ° ul 0 450 Lu w a / O ¢ w Lu z Ln 0 PROPOSED VDOT STD. CD-1 \ w O �--I Z LL Y // L9 _j 3.5'MIN. < 00\\ w¢ > _6 J 0 u PROPOSED VDOT STD. CD-1 g } Q C7CJ VERTICAL GRAPHIC SCALE o m / Z ` � 445 2 , ^ LLJ a o M a 10 20 - W 3 a U w _ T Q Lu o �L w ( IN FEET) z ; PROPOSED FIRE HYDRANT x 1 inch = 5 ft. ASSEMBLY w/ 12"x6"TEE PROPOSED lz" CL. 52 DI WATERLINE � 3, FUTURE ROAD GRADE 440 LLJ (�� Qv 74A ~ U Q HORIZONTAL GRAPHIC SCALE U Q 1.3 PROPOSED STORM SEWER CROSSING i� O O 50 0 25 so 100 200 1.7 I"' 635ro z6A PROPOSED FIRE HYDRANT 435 Lu IN FEET) ASSEMBLYw/12"x6"TEE Lu ( PROPOSED STORM SEWER CROSSING 71 IL J 1 inch = 50 �I \ �. PROPOSED I2"x8"TEE, (TYP. � NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL PROPOSED 12"x8" TEE, (z) - 12" G.V., & (1) - 8" G.V. s� CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE (2) - 12" G.V., & (i) - 8" G.V. 430 UNIFORM LAYERS NOT MORE THAN 18 INCHES IN PROPOSED SANITARY LLI THICKNESS BEFORE COMPACTION OVER ri SEWER CROSSING � O THE ENTIRE ROADBED AREA IN ACCORDANCE WITH w PROPOSED TYPE A Q O VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) = BLOW -OFF ASSEMBLY 425 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN W O N AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL In SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO ' SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED W W GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR -Z 420 H CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD = AND BRIDGE SPECIFICATIONS, SECTION 302-03(a)2 V 0 Lu "BACKFILLING". Q (DESIGN SPEED=30 MPH) \\ a JOB NO. NOTES: TIE -INTO EXISTING GRADE \ 415 182150 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. N (n r r �n N M N m N M N r r. N SCALE l0 r\ Ol fYl CO fY1 N N ci M �? N ci N 00 ^ 0) r\ 00 lD 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM a r o N 00 6 M 06 r 6 0 0 0 0 0 0 00 6 N m a � M m o M r, M M M M It It r � N � Vl � N Vt Ln d d M 1 N N M H M 1 = 50 SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & a a a a s a s a s a 't a a a a s a a s SANITARY SEWER MUST BE PROVIDED. SHEET%NO. F00 2+ 0 2 +00 2+ 0 26+oo 26+ o 2 +00 2+° 28+oo 28+ 0 2 +00 2+ O o+00 O+ O 1+00 1+ O 2+00 1" 4 5 5 5 5 5 7 7 5 5 9 9 5 3 3 5 3 3 5 3 K z.5o LV :lo.00 LOW PT. TA:16+o5.25 PVI STA: ly+So.00 LOW PT ELEV: 443�zo PVI ELEV: yyo.88 450 K� 1 �57 N N N N 450 � o o a0 �� ~� O m o S �V �V N ll.l � ll.l mm wW 445 � > �^ > 445 PVI TA:12+o0.00 > > PVI ELEV: y16.00 00 "' -z,00 0o% K: z .yo z•pO o LVC: lo.00 KTROPOSED VDOT STD. CD-2 440 ° � PROPOSED N VDOT STD. CD-1 (TYP � 44 0 r°, w PROPOSED TYPE A vi j BLOW -OFF ASSEMBLY V m WPROPOSED lz"x8"CROSS, 435 (�) - lz" G.V., & (2) - 8" G.V. 72A 435 0~o EXISTING GRADE (TYP.) � PROPOSED 8" CL. 5z DI °o OSED � °o 0 PVI STA: 10+17.50 +' N � ° � 435 PVI ELEV: y18.66 � � � w 435 2.50 V m V W LVC:lo.00 m w o LOW T. STA:10+17. o N EXISTING GRADE (TYP.) LOW PT ELEV: y18.7 � PVI STA: 11+00.0o a 430 ' N PVI ELE : y18.3o '~^ 430 a^o oo � + � : z .zo � u; �,.;.; LVC: •5.00 / �� PROPOSED 0>0 V w m � �°il 0^i � N 4�5 " " 4�5 � m z•° � F LL PROPOSED AIR -RE W (TYP.) / PROPOSED �/ PROPOSED TYP GRADE (TYP.) BLOW -OFF 420 3.5' MIN. 420 5.6z°r6 _ PROPOSED y" CL. 53 DI WATERLINE 0p 2 00% o VDOT STD. CD-z 4�5 o PROPOSED 6"xy" REDUCER 4�5 o N + m � � 1,4 PROPOSED FIRE HYDRANT w ASSEMBLY w/ 6"x6" TEE W 1.6' \-PROPOSED 410 p � � 6yC 6" CL. 5z DI WATERLINE 410 O�U� 63 v PROPOSED STORM SEWER CROSSING Lu J o! u a PROPOSED 6"x6"TEE ? � & (3) - 6" G.V. 405 3 405 N � r` M N ^ L!1 N u1 NO 01 NO N � N � t�V � M ~ N M N � PROPOSE TYPE A BLOV PROPOSE[ SCOTT/R. Cb-LLINS'Z Kc L1C. No. 035791 0 0,p� 11/12/21 A PVI STA: 19+25. VI ELEV: 455-5 —' K: 29.8-1 / \ PVI STA: 1+99.98 LVC: 340-00- — PVI ELE : 438.13 _ K:2 .97455 4-HG1-I PT_ e /HI / I 5 'n m 0 00 U \ PVI STA: 6+oo.00 > 00 / PROPOSED AIR RELEASE VALVE `^ + H 't \ PVI ELE 439 o8 / w N u \ 450 K:3 .68 / L^ \ LVC: i oo.00 m \ O N O N // \ �°!1 M �°!1 't / \ .� s / 3.5' MIN. 1 445 '6 Iff)Ele] / PROPOSED FIRE HYDRANT 1.2 1 2 ASSEMBLY w/ 8"x6"TEE PROPOSED FIRE HYDRANT 435 IASSEMBLY w/ 8i'x6"TEE f 1 430 1425 1 420 1 415 1 420 1 405 1 395 390 4" 45' BEND TO -OFF ASSEMBLY 385 4" CL. 53 DI WATERLINE \\\ PROPOSED 6"x4" REDUC 38o PROPOSED FIRE HYDR, ASSEMBLY w/ 6"x6" PVI ELEV:398.07 /' 7PROPO�)tU K: 2.50 / /LVC: lo.00 EXISTING GRADE (TYP.) /LOW T. STA: 10+17. yLOW PT ELEV: 398.1 STORM SEWER CROSSING LS L�)r / 00 ry 00 01 N 01 M + M / OLij/ PVI STA: 11+ 6.02 PROPOSED GRADE (TYP. M > LuPVI ELEV: 40 -44 / 3' LVC: u;1657. o / ROPOSED 8" CL. 52 DI WATERLINE 01 N rl / 00 00 � M N 't u; In U w / cc W VERTICAL GRAPH C SCALE 0 / 2.5 + / o / 00 ml- PVI TA: 8+6y.0o , / ( IN FEET ) PVI ELEV: 393-i8 Z 1 inch = 5 £ . K: 26.25 O / VC:72.00 U uw a > / soA ORIZONT L GRAP IC SCAI -J / 0 0) 0m ° °M PVI ST : g+56.o0 O / / / ROPOSE STORM SEWER CROSSING zs o 0 00 L i O1 ui PVI ELEV: 397 54 r / i > > K: 12.76 w w / PROPOSED FIRE HYDRANT o m w w LV oo Ln m / ASSEMBLY w/ 8"x6" TEE ( ) IN FEET w� / 1 inch = 50 M. L�'00 z 3 m(3, r,0 / 0 + m + m U � v / 3.5' MIN. ^ >m >�/ J m uJ 1' c PROPOSED VDOTSTD. CDI1 / z.°°% 'Opp 2'p00h y8A i �3 fop PROPOSED VDOT STD. CD-2 1 `PROPOSED STORM SEWER CROSSING 35 PROPOSED 8"x8" CROSS & (4) - 8" G.V. 32A ROPO ED 8"x6" REDUCER PROPOSED SANITARY SEWER CROSSING ROPOSED STORM SEWER CROSSING POSED 6" CL. 52 DI WATERLINE Ql ei H Lu Lu 2 L/1 Lu Lu L/1 LI Z_ J 2 U cQ G PROPOSED 8" CL. 52 DI OTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL ONSIST OF SOIL AND BE PLACED IN SUCCESSIVE NIFORM L YERS NOT ORE THAN 18 INCHES IN THICKNESS BEFORECO PACTION O ER HE ENTIRE ROADBED A EA IN ACCORDANCE WITH DOT 2020 OAD AND B IDGE SPEC( (CATION 30 .04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHE R RUN SIZE 21A OR 21B, FLOW BLE FILL, CONF ORMING TO SECTIONS 205, 208 OR 21.9 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VIDOT ROAD AND BRIDGE SPECIFICA IONS, SECTIO 302.03(a)2G NOTES: i. ALL FI L TO BE PLACED AT 95%COM ACTION. 2. MINIM JIM 3.5' OF COVER MUST BEMAINTAINED OV R W/L. SEWE & W/L AND i.5 OF SEPARATION BETWEEN /L & SANITj kRY SEWER MUST BE PROVIDED. O O M Ol Ol Vl Ol � N rl ,,, rl N V1 N ^ M It r! V1 ei y� ri -t 00 00 M (n V, O rl V1 l0 N 00 M f Ol V1 V) n O N Cn O I, ko •i N � n V) H N '* k M 00 00 00 .t ,., Ol V) ^ 00 d It M Ol N Ql 01 ,,, Vt V) 1 00 M M N M 00 n 0) m M m M M M M M M M r4 d �t .t d d d N d M M m d V) V) d O V1 �t O V1 .t O d V1 It V) d V, �t It V1 d ~ V1 �t �t d 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 221 LACONIA LANE (DESIGN SPEED=25 MPH) ZLA Z 0 a z 0 k _5 us a U O0 u) F z u > Lu 0 u a Lu li U Lu r` co z N Q J ® � 0 N Q C: C0')O�/ N clL w cli � Q LLu Lu z J —i I—� -iLL LL O L 1 Q_ I� Lu L90 z fl� _;( J Q cX J Q� U o LU LU � � a i Lu �z 02s ~ U o Ln U)OJ O F- LU CD Z � J U) J ~ _ w J Q o C] 0C:)m U Lu J 0 W a w JOB NO. 182150 SCALE ill _501 SHEETONO. 1H f� PVI STA: 23+01.34 G1 PVI EKEZ :437.78 SCOTT R. LINS� 5 LVC:1o.o0 C) Lic. No. 035791,E LOW PT. STA: 23+01.34 10 11/12/21 LOW PT ELEV: 437.83 46o 0 SIONAL E��1 z z W W O O V V O O > > Z 0 uai uai (n k a a Z Lu D z z O z _i 7 7 z Q O O O H ~ z < < F�1 m m > a a W o 0 w w > > Lu Lu r, N W N N O O O N PVI STA:17+13.00 0 N N l\O . 1 435 PVI ELEV: 425.78 435 Cn ASEVALVE00 00 L9 ti M C� Q Cn r5o 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+So N J ASSEMBLY 00 LACONIA LANE 0 (DESIGN SPEED=25 MPH) O O�.�/ 04 N 01L NA Q w LLI z NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL J I --I ILL. CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE Q UNIFORM LAYERS NOT MORE THAN i8 INCHES IN U) Lu THICKNESS BEFORE COMPACTION OVER Lu THE ENTIRE ROADBED AREA IN ACCORDANCE WITH LJJ VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) �--I z J 06 J NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN Q AGGREGATE SIZE NO. zS OR z6, AGGREGATE BASE MATERIAL , ^ UJI SIZE 21A OR z1B, FLOWABLE FILL, CONFORMING TO U SECTIONS zo5, zo8 OR z49 RESPECTIVELY, OR CRUSHED T--1 GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD Y AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G x "BACKFILLING". LL) O?S ~ U o LU NOTES: (U) O Q 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. _j O 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM W CO � SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & L4 - I SANITARY SEWER MUST BE PROVIDED.Lu J U) F. J _ J Q o o VERTICAL GRAPHIC SCALE O N m 5 0 2.5 5 m 20 w J ti ( IN FEET ) �j 1 inch = 5 ft. w w O w a � 10+00 10+So 11+00 11+So 12+00 1z+So 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+SO 18+oo 18+50 JOB NO. SABLEWOOD DRIVE 50 HORIZONTAL GRAPHIC SCALE 200 182150 SCALE (DESIGN SPEED=25 MPH) 1"-50' ( IN FEET ) 1 inch = 50 ft. SHEET NO. i9 A z1.3o C: 75.00 vivmi �,� 430 � w � w EG N CUL-DE-SAC -STA.17+60 430 j m � V W m W z�0°% -PROPOSED AIR -REEF 425 425 PROPOSED TYPE BLOW -OFF P I STA: 1o+zl.00 PROPOSED GRADE (TYP.) PVI ELEV: 390.67 IL ROPOSED 4" CL. 53 DI WATERLINE 420 TYP. 420 LVC:1o.o0 .z' LOW PT. STA: 1o+u oo � 44A LO PT ELEV: 39°� z � PROPOSED STOR�S\E/WER CROSSING °o F hon000�) 415 �� � 415 � - - - � It m moo a ao m ou +' s � a PVI STA: z1+99�98 ry m �� � \ PVI ELEV: K: z 438.i3 .97 !�! � � m !'� v u w 455 °o .08 .77 � m m w n ry \ \ co m + 0 oo � m m ao .-. \ Wry v \ \ N U W O �; > �; > a � 450 \ W m Q Q \ Z F \\\ V �w 3.5'MIN. o � 445 ,6. \ _O Q ~ w \ w V \ � Q wg \ z 3 440 PROPOSED FIRE HYDRANT 1�z� -z.000b ASSEMBLY w/ 8"x6"TEE z00% 435 78A PROPOSED VDOT STD. CD-2 � ci W 1.1' PROPOSED 8"x8"TEE = PROPOSED 8" CL. 5z DI WATERLINE & (3) - 8" G.V. 430 W 76A W PROPOSED STORM SEWER CROSSING W Z 425 J 2 V H Q � 420 � M N � ry � d � M ~ W � d 5 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205,208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 9S%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 2' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL 20 390 385 38o 375 370 MH-1 STA:0+07.12 RIM:36i.17 365 INV IN. 356.28 FROM MH-iA MH-EX-1 INV OUT. 356.o8TO MH-EX-i STA:o+oo.00 RIM:36o.32 M H-4 STA:4+71.62 R I M:382.00 INV IN. 377.2o FROM MH-5 INV OUT. 377.00 TO MH-3 / MH-3 / STA:4+02.86 i RIM:380.00 / INV IN. 375.7o FROM MH-4 / MH-z INV OUT. 375.So TO MH-z F/_ / STA:2+78.08 RIM:378.00 INV IN. 373.00 FROM MH-3 PROPOSED / / INV OUT. 363-33 TO MH-1A GRADE (TYP.) M H-1A STA:2+00.05 R I M:361.83 INV IN. 357-45 FROM MH-2 INV OUT. :tS7.2S TO MH-1 INVIN. . 6.ioFROM MH-1 --�-�- II 1 � F2 -2 1° / 6o" DIA. INTERNAL DROP MANHOLE REQUIRED / / A --PROPOSED STORM SEWER CROSSING EXISTING GRADE (TYP. > > M N. 9A0 iNNECTION TO I ING MANHOLE VF 3 355 8" SDR-26 PVC 188.94 LF Qa o.51% 8" SDR-26 PVC 3.12 LF @a 2.56% 350 M m 0 m m m 01 O 0 H 1�D N m H m H M l0 M N f M M l^ 0+00 O+So 1+00 1+5o 2+00 2+50 3+00 y Lk. 9 S 0 9a L ,V � 8„ SDR-z6 P p1o� 6 . 64.76 LF @ 2. 'ROPOSED YARD DRAIN CROSSING M -6 - H-EX- / MH-5 STA:5+36.6o R I M:384.50 INV IN. 379.95 FROM MH-6 INV IN. 379.95 FROM MH-7 INV OUT. 379.75 TO MH-4 3-5' 41N. 8" SDR-26 PVC .0.c6 LF @ 0.870A O00 V1 N I� N M N O m O m m 00 N Ol 0 0) 0 Ol 0 M0 M M M M M OM M� m� M� M� MH-6 STA:6+go.14 RIM:390.00 INV OUT. 381.25 TO MH-5 390 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 385 m 375 370 365 36o rEXISTING GRADE (TYP.) 400 00 I 400 xx x ��O a LL LL O 395 ° 'm0 Oro r 395 0 0 0 0 oO om mm j m ry '0 n 0 m ? ? O o0m ° =a�>>> m+ate Ln Z Z Z M o m 0 x< > 390 v, Fy z 390 PROPOSED GRADE (TYP. 385 385 DSED 12" WATERLINE CROSSIN 1.5' 38o 1.z' 38o PROPOSED STORM SEWER CROSSING 8" SDR-26 PVC 1oA 72.02 LF 00.530A 375 375 N 0) It m n O M m0 M 355 0+00 0+50 MH-38 - MH-7 350 MH-1 3 STA:8 STA:8+642 MH-15 / STA:g+g1.22 430 STA:7+SR47 RIM:424.00 RIM:4z7.4z INV IN. 415.7o FROM MH-15 RIM: z8.z / INV OUT. 516. TO / 4 33 MH-1, INV IN. 413.37 FROM MH-14 INV OUT. 415.5o TO MH-13 / INV OUT. 413.17 MH-1z TO MH-12 STA:6+58.67 425 RIM:419.00 INV IN. 4o8.95 FROM MH-13 // 425 INV OUT. 4o8.75 TO MH-11 / M H-11 / / STA:5+54-38 / 420 RIM:413.67 INV IN. 403.95 FROM MH-1z INV OUT. 403-75 TO MH-10 PROPOSED 4" WATERLINE CROSSIN / 420 / / MH-10 STA:4+51.20 / RIM:408.33 415 INV IN. 398-53 FROM MH-11 INV OUT. 398-33 TO MH-9 8" DIP 12z.74 LF 0.510/0 415 / 8 DIP 0 °7 MH-9 103� o1LF C 2 STA:3+48.26 410 RIM:403.50 O\P % - 410 PROPOSED INV IN. 392.7o FROM MH-io - _ g' y.45 GRADE (TYP.) INV OUT. 392.5o TO MH-8 ay\F EXISTING GRADE (TYP.) 94• 405 STA O+oo.00 MH-5 RIM:395-17 I $` �\� 4�9� 405 STA:5+36.6o INV IN. 387.00 FROM MH-16 RIM:384.50 INV IN. 385.45 FROM MH-g INV IN. 379.95 FROM MH-6 - INV OUT. TO MH- / 385.25 7 400 INV IN. 379.95 FROM MH-7 _ - o0 p\�5 400 INV OUT. 379-75TO MH-4 �6/ 9 MH-7 g\F STA:5+37.75 991 RIM:391.00 PROPOSED STORM SEWER CROSSING INV IN. 380.95 FROM MH-38 395 INV IN. 380.95 FROM MH-8 PROPOSED 6" WATERLINE CROSSING ro - 395 INV OUT.380.75TO MH-5 0 p\�5690 / / �F 33 390 O\e 69% 390 15°.65 385 MH-15 - 385 3.5' MIN. 8"SDR-z6PVC ,p\Q H-5 77.31 LF C 1.030/0 g 96% 3. 380 ti0'50 38o m O 'D S kD N m M m Ol N M l!1 �t V1 O Ol S ,� N l0 n M O I� Q7 I 3 W N M 1� 00 l0 O 1� M Ol M M L!1 lD m It0 r\ V1 N H l0 ll1 N 0) S M I� m 01 H O 0 M H O u> 0 1� O O ~ M N Vl m m O � O M O Li) m O m O H O `� `� M H H Li H 1� O N n ^ N N r\ m m M m m M m Ol M 't Ol M S Ol M 'tM 1 It It -t .t It It N S �t H 't 't H d 't H 't 1 N It 't N I N S N It't N .t 0+00 1+00 2+00 6+oo 10+00 r SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E p 11/12/21 14 Z z 0 � 0 Z 0 , i U) ` Q O HLr) > r L z W L H ` W c / � li t Lr ti Cy') z "' N Cy') r N C:) w Cn N N w > Lu J_ LL1 L9 '_j O Q U w r Y H u U) F-' z Lu F_ U) J JQ O O C:) N u z Q a- Q 0�/ LL J Q U-) z w LL ^1 0 1 ` � T� 06 0 w 'T_ V ) Oz co � J H� 2 O O IY- w J 0 w o w a Ln JOB NO. 182150 SCALE ill _501 SHEET NO. 20 46o 46o �TH 0 o �SCOTT R. LINSZ C� Lic. No. 035791,E °p 11/12/21 oIONAL E��1 z z w w O O U U O O > > z 0 uai uai (�Of k a a Z ' E z z O z 7 7 z a o 0 0 z < < H m m ce Lu W o 0 w w Lu r, -I N w N N O C C N l\O Cn ti M N Q J 0 i N Q O O W Cn N W � Q Un J H J Lu � H �--I W C6 z Q W U ,--1 w Y U LLJ � F- (� Ln 5 O Q -J Vl Lu 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 z w co J MH-23 - MH-8 - c J _ w J Q o lc VERTICAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O O M s o z.s s io zo AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL N M1 SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205,208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR w IN FEET) CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 1 inch = 5 ft. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G H "BACKFILLING". 0 w O w HORIZONTAL GRAPHIC SCALE NOTES: JOB Nou) 50 0 25 50 100 zoo 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 182150 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SCALE ( IN FEET) SANITARY SEWER MUST BE PROVIDED. 1" Q' 1 inch = 50 ft. - .5 SHEET NO. 21 MH-zz MH-z3 STA:8+75.3i STA: +8 9 437 MH-zi RIM:45o.08 RIM:45i.00 455 STA:7+97.33 RIM:447.i7 INV IN. 8.zo FROM MH-z 43 3 INV OUT. 438�75 TO MH-zz INV OUT. 438.00T0 MH-zi INV IN. 437�53 FROM MH-zz INV OUT. 437�33 TO MH-zo ' i 450 450 MH-zo � STA:7+o8.75 RIM:443�00 � INV IN. 435�7o FROM MH-zi INV OUT. 435�So TO MH-ig 445 445 i MH-ig STA:5+6z.95 / RIM: 433�33 � 44o INV IN. 4z6.zo FROM MH-zo INV OUT. 4z6.00 TO MH-i8 44° / / / / 8"DIP PROPOSED ROOF A2. 8" DIP 105.06 LF Qa o.5z% DRAIN CROSSING 73 gg LF Qa o.64% 435 PROPOSED GRADE (TYP.58�F 435 i 43o MH-18 STA:3+8i.75 5p VF � 430 RIM:4i8.i7 INV IN. 4so.o3 FROM MH-ig � INV OUT. 4og.83T0 MH-i7 4z5 i i' z.7' 4z5 PROPOSED ROOF DRAIN CROSSING z 4zo i 4zo MH-i7 STA:z+37.g7 ' PROPOSED ROOF DRAIN CROSSING QJ oyb EXISTING GRADE (TYP. RIM:4o6.33 INV IN. FROM MH-i8 i�o�• 399.iz INV OUT.398.gzT0 MH-i6 4�5 4�5 i i i MH-8 33' STA:o+oo.00 RIM:395.i7 � 410 INV IN. 387.0o FROM MH-s6 � 4z0 INV IN. 385�45 FROM MH-g i INV OUT. 385.z5 TO MH-7 ' i � PROPOSED ROOF ,MH-i6 DRAIN CROSSING 405 STA:o+7o.60 RIM:399.0o 4°5 � INV IN. 39i.zo FROM MH-i7 / INV OUT. 39i.00 TO MH-8 z o' y39 400 400 PROPOSED ROOF DRAIN CROSSING 395 6PJC M° 395 3.1� PROPOSED $ 5$R� � y:13 8" WATERLINE CROSSING 1yg3 390 390 .6' 01)0 SQ,a"]; �6. 0 6°5"� 66. 385 385 380 380 I� N rl N O M L!1 L!1 l!1 M W ci �t 1� OD M M � N 1p Vl .} O W � Ol Ol lD O I� .T (Y1 O hl 1p .t 1p �/1 O �t M N W N N N O M V1 Vl In p ri O � Vl O � 00 O � •i rl l!1 '{ ^ I� •i rl Ol •i � •i N M � N P'1 1p N � O N (Y1 � lD O �t O � M O Vl rl �t � n1 d � t+l .t � f+l � O d � O � d O S � ei � d ,y � �t � .t N � .t N � � �t � .t � d � �t � .t � .t � �t � 46o 460 440 440 TH pFD O C, SCOTT R. LINS� C� Lic. No. 035791,E °0 11/12/21 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN oSIONAL E��1 VERTICAL GRAPHIC SCALE AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL s a z.s s io zo SIZE z1A OR z1B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD ( IN FEET ) AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G 1 inch = 5 Ft. "BACKFILLING". z z W W HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. o 0 so o zs so 00 zoo z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. o 0 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM > > SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & IN FEET) SANITARY SEWER MUST BE PROVIDED. o J a a 1 inch = 50 ft. Q m m (nJ�f k a a Z Lu D z z O z 7 7 z a o 0 0 H 4 ~ z < < Lu � � H m m > a a Lu 14 Lu Lu W 0 0 420 420 N N w > Lu Lu ti N UJ N N O O O N l N r'4 N l\O \ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 It MH-34 - MH-29 0+00 0+50 1+00 1+50 2+00 2+5o 3+00 3+50 MH-37 - MH-30 L9 M MH-31 Cfi 4 N Q MH-30 STA:5+30.57 J 445 SR3 35 4 RIM:443.83 ® � IM:439 o8 INV OUT. 431.83 TO MH-30445 � i N Q ��I O O W 04 N WATERLINE CROSSING > Q �n 7J H J �.L L.L i Lu 0 -jQ T� w CZ zQ w _ U � Y H f- O Q J f ul _jM Ln INV I LLJ W � J U) �..� J _ w J Q o OO N u w J Lj ti w o w Ce a It JOB NO.It It It It It It It It It It It It It 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 111 = 501 MH-31- MH-28 SHEET NO. FmH-28 - MH-EX-z 22 EXISTING GRADE (TYP.) � i i 455 / MH_37 STA:3+39.7z 455 / / / RIM:449�00 MH-3o MH-36 INV OUT. 437.0o TO MH-36 STA:3+35�84 STA:z+14.zo 450 RIM:439.08 RIM:443.00 450 INV IN. 4z4.z8 FROM MH-31 INV IN.43y.00 FROM MH-37 INV IN. 4z4.z8 FROM MH-35 INV OUT. 4zg.z5 TO MH-35 INV OUT. 4z4.o8 TO MH-zg / / MH-35 445 STA:o+87.34 RIM:437�33 445 INV IN. 4z4�95 FROM MH-36 / INV OUT. 4z4�75 TO MH-3o PROPOSED 8" PROPOSED ROOF 440 ATERLINE DRAIN CROSSING 440 rjCROSSIN�G :I�ROPOSED 435 GRADE (TYP.) 435 �\� N9N% 71 DRAIN CROSSING/ROOF 1215v\-Y 430 430 [PROPOSEbSTORM SEWER CROSSING OAP o% 4�5 y22 $6 4�5 8" DIP g3.34 LF Qa o.56% 4zo 4zo ry m aD N �� � m in N � d o rNri EXISTING GRADE (TYP.) 435 m 435 m N x 430 o N • "m' n� m °� � 430 � � x � LOfI rl m.tdF \ f + N � m^?.t0 LL LL 00 �U1 4z$ r^i oo "m o _ i� N rl � � � \ 425 0 0 0 � S i m M Ol S F p p� r Ol + ri � O N ���0 xa�» xFi»> iv~i�zz g��zzz 4zo 4zo PROPOSED GRADE (TYP.) PROPOSED PROPOSED STORM 6" WATERLINE SEWER CROSSING 415 CROSSING 415 65 1.5' 8" DIP 410 8" DIP y13.3o LF � 0.64% 410 8" SDR-z6 PVC gy,67 LF Qa o.60% 13z.58 LF Qa o.54% 405 405 Ol N M N l!1 N O � CO M O � l0 00 N � � � N � M N 3 1 � d `t .t `t .t INV IN. 4z4.z8 FROM MH-31 INV IN.4z4.z8 FROM MH-35 INV OUT. 4z4.o8 TO MH-zg 440 440 PROPOSED GRADE (TYP. ROPOSED lz" 435 435 6:z MH-zg STA:1+17.1z � RIM:41g.00 430 INV IN. 410.37 FROM MH-3o � INV IN. 410.37 FROM MH-3z 430 INV OUT. 410.17 TO MH-z8 \ / J � XISTING GRADE (TYP.) 3VF �3.9 4z5 J, 4z5 MH-z8 / / STA:o+oo.00 RIM:413.83 / 4zo INV IN. 4oz.00 FROM MH-zg / 420 INV OUT. 400.67 TO MH-z7 olo 415 vy�1v 415 / / 4so 4so / / 405 / \e ry�olo �O ��• 405 ,y13y 400 400 rl �? O O •i ri t0 LID O1 M n M S O l!1 01 ci m O O l0 ci CO M l0 �t O � O � O1 ri � l!1 N ,y N N � O M M � CO M rj CO rj r1 rl •i •i •i 'i N N M M � � EXISTING MH-z7 M H-z8 STA:3+14.16 STA:4+64.88 RIM:41z.00 RIM:413.83 INV IN. zo FROM MH-z8 399' INV IN. 4oz.00 FROM MH-zg 4�5 INV OUT. 399.0o TO MH-z6 INV OUT. 400.67 TO MH-z7 415 PROPOSED GRADE (TYP. MH-z6 41O STA:z+z7.og RIM:4o5.z5 4z0 � INV IN. 393.7o FROM MH-z7 pROPOSEDSTORM PROPOSED INV OUT. 393�So TO MH-z5 / SEWER CROSSING \ 4" WATERLINE CROSSING \ 405 / \ 405 / 5.9� i 400 � 400 / / g" DIP / �46,73 LF � l.00% 395 B 63 395 EXISTING GRADE (TYP.) / / 0'1�� 03' / 390 390 MH-z5 / STA:1+11.7z RIM:380.00 / INV IN. 375�75 FROM MH-z6 / 385 INV OUT. 366.17T0 MH-z4 / �W 8 3 5 by / ,Qe 1 380 /3.5, yy� 380 M N. MH-z4 STA:o+49.6y / RIM:364.50 / INV IN. 3S7.zo FROM MH-z5 / 375 INV OUT. 357.0o TO MH-EX-z 375 STREAM CROSSIN 1 / 370 / 60" DIA. MANHOLE INTERNAL REQUIRED DROP 370 MH-EX-z / STA:o+oo.00 / RIM:36o.4z / N. 355�4z FROM MH-z4 / 365 365 i / w w Oe ti� 360 360 CONNECTION TO hyti MANHOLE III M N. WATERTIGHT FRAME 355 I &LID REQUIRED 355 8"SDR-z6 PVC 45�61 LF �a13.46% 350 350 .� l!1 M M l0 � M tNrl Ol N � ^ rl N N O �t Vl OD l0 m � N � 1� O O 'j Ol M ul M M r? � � � S � � S � � � d NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zs AND 26, PER VDOT ROAD VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 zoo STR:24B VDOT STD. MH TP=44o.67 N N J HIIUKUHIN'- t VVI I rI � I HINUHKU � I -1 H� rUUINU IIV AND BRIDGE SPECIFICATIONS SECTION oz.o a zG ( IN FEET) INV IN: oo TO z6 O "' f.; " `^ 3 3() 435 o THE zoo8 ROAD AND BRIDGE STANDARDS. o N ; a N "BACKFILLING". 1 inch = 50 ft rn m > m INV OUT: 433 67 TO z4 > N 4H m F 445 STR:z4 VDOT STD. MH n 0 O 445 TP=440 58 Ln H > z z a- Z INV IN: 433.25TO 246 INV OUT: 431.58 TO zz STR:zz VDOT STD. DI-3B (L=6') 44o m1111 TP=437.67 / 440 m INV IN: 431.17 TO z4 PROPOSED / In m 00 INV OUT: 4z5.4z TO zo 8" WATERLINE PROPOSED o O N N N o CROSSING / 1.2' 12" WATERLINE 0 CROSSING 1n �� o 435 0 N 0 't s o a a� 15' 435 / RCP i5" 0 / 39.69 LF Qa 1.00% L z z z / / 15"RCP 430 / / / 15" RCP LF 1.18% 35J3 C� 430 J m PROPOSED GRADE (TYP.) / / 35.o1 LF @1.20% p 00 H O t, / 3o" RCP o N / 38.72 LF 1.06% @425 425 r °0 0 Mo > m STR:18 VDOT STD. DI-3B (L=1o') TP=418.33 m aH 00 0 30' INV IN: 4o9.5oTO18B 't 15o.z4LFC'a1.33 INV OUT: 4o6.5o TO 16 F a > >Ln ~ Z Z PROPOSED 420 ° 6" WATERLINE CROSSING / 420 / 000 00 415 F `) ~ F N \ / / 415 N M oo ri p N m o m EXISTING GRADE (TYP.) \ 3p" RCP � Ito a� PROPOSED \ 1.1' 284.77 LF @ 1.3z% O Naz zO 12"WATERLINE z zz'CROSSING77/7 410 - - - 410 STR:1zB VDOT STD. DI-3C (L=8') TP= 1. 39 33 INV IN: 385.58TO 14 / 3o" RCP INV IN: 387.25 TO YD-i / 39.67 LF @ 1.z6% 405 INV OUT: 383.00 T1 405 zx /mmmmolm CP 3 ' Real STR:lz VDOT STD. DI-3B (L=1o') STR:14 VDOT STD. DI-36 (L=1o') z43.67 1.z6% TP=391 z5 TP=395-25 INV IN: 382.68 TO 12B Opp INV OUT: 38z.58 TO ioB - - INV IN: 390.25 TO 16 400 - INV IN: 387.83 TO 14B INV OUT: 386.00 TO 1213 STR:1oB VDOT STD. MH / / TP=388.67 / INV IN: 38z.33TO1z / INV OUT: 377.25 TO 1o' 395 r / 395 0 ,, v ovmmano m�-- rp / p m 00 / 0 390 / C) 30" RCP 390 a� 161.9z LF @1.z4 % 0 N O m o �; ^�� mm? PROPOSED / - O 8" WATERLINE 385 / / 00F 11 Z Z CROSSING 13' 385 J / / m p O m `O 3o" RCP 00O H 37.14LFQa 1.13% 3 80 ' / STR:6B VDOT STD. MH 0 N " m 0 m ^ m 30" RCP 3 8o TP=373-00 > N m m� 32.79 LF Qa o.98% INV IN: 364.00TO8 'R m??O 30" RCP / INV OUT: 6o. o TO 6 3 5 a > > ,,, z z z 26.61 LF @0.94% 375 i 30" RCP 76.23 LF @'I 375 / il'X j STR-26B-SWM'B' 370 S I K:6 VDOT STD. U. NIFi TP=365.00 370 INV IN: 359-42 TO 6B INV OUT: 357.00 TO 3p" RCP 365 90.21 LF @ 365 PROPOSED VDOT STD. EW-i MOM t36" RCP 360 18.75 LF @1.33% 360 INV. 0UT=356.17TO LF [� z0% SWM BASIN'B' I6"RCP 89.73 36" RCP 355 46.41 LF Qa 1.79% 55 N N H N N O e1 CO 'i N Ol M 0) '� .t O O m O 00 4. M O N `� 'i ~ 00 00 O L(1 r, O 00 ci TO,l(1 M .t ^ N N m � l(1 N O I` 01 N 0) 00 n n N Ol O N Ol O '� 0, 1p N N 00 N It O n Ol It lD CO w S l0 °p A N ul N rl .t n 6 O ci ,y N .t ^ l(1 A n Ol O p� ,y N S M 6 V7 ko ^ m 00 O 6 M H n O ry 00 I� 00 m O N r. :1 O ^ n O n 0 CO w m'D 00 ^ m ^ 0) m Ol m m T O 0) O 0) O O O O O O •i 'i ~ ci `� H 'i •i H .t 'i H .t rl .t •i .t N N S N ~ .t N ~ .t N .t m N S m M .t M N .t d m .t .t S .t It It It It It It - f d It 4 It 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+So 5+oo S+So 6+oo 6+5o 7+00 7+So 8+oo 8+50 9+00 9+50 10+00 10+So 11+00 11+So 12+00 12+50 13+00 13+So 14+00 14+So SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E p 11/12/21 14 z O a k Z L O z Z J 0 Q H r > z w W ae Lu ti z cy� co Q N ® � i 0 N Q C7 WC0')O�/ 04 N clL W > a J z Lr) J ~ LL W J w LL O F-- L9 0� 06 W Z Q U � /LU Y U U O ul cn O v, w CD Z L J U - J _ W J Q o OO N °o u w J ti W w a � JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 23 STR:8 0 74 11 STR:32 VDOT STD. DI-313 (L=6') m TP=395 So m INV IN: 388.5o TO 32B OF INV IN: 389.17 TO 34 r INV OUT: 386.00 TO 3o1 Q m 390 390 EXISTING GRADE (T(P.) 385 385 \ \rq I I J_• M rp 38o 0 38o 00 0 VDOT STD. DI-313 (L=8') o TP=372-33 r INV IN: 367.33T010 O co INV IN: 365.00T08B mF INV OUT: 364.25T06B M. m00 375 F a> LnHz 370 370 PROPOSED GRADE(TYP.) PROPOSED z" WATERLINE 1.0' CROSSING 365 365 I 15" RCP 39-72 LF Qa 0.83% 36o 36o 00 00 m r M 400 O m m MO > z 395 1 395 PROPOSED ROPOSED GRADE (TYP.) 6" WATERLINE CROSSING EXISTING GRADE (TYP.) 390 1.1 390 15" RCP 32.91 LF Lal 2.04% 385 385 ,y o O m M u, D, M 0+00 0+50 STR-32B - STR-32 0+00 0+50 STR-8B - STR-8 415 410 405 400 395 m 385 38o TIE-IN TO UNDERGROUND DETENTION FACILITY'B' INV.=376.5o 375 370 365 0 0 - m0 O� Ln O 0 � O am > N mH T Mz0 (Lzz NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "RACKFII I INC" O - 405 d m M EXISTING GRADE (TYP.) o I 0 O LnM STR:14 VDOT STD. DI-36 (L=1o') 0 w TP=395.25 00 > M �.m INV IN: 390.25 TO 16 M, j I NV I N: 387.83 TO 14B 7 0)0 INV OUT: 386.00 TO 12B r a > ,n _z 395 IIH _ 1 390 385 PROPOSED GRADE (TYP.) PROPOSED -4" WATERLIN CROSSING GRADE 405 M HIM PROPOSED 12" WATERLINE CROSSING 390 15" RCP ia.68 LF Cal 1.26% «w It N o ,n o O, � m O+pO 0+50 STR-14B - STR-14 ME 0 - N d m m m m 0m m0 O _ n ~ 0p M O N m ID r, J �t MO > 0 0 0 MMF M Ln M 0Z z 0 p m Ln o o H �o a » > FZZZ 0 - mO 0 Q N m 00 0 > mam, mH ZZ= 11 p--- 0m 0)M LnFZZZ N O) Z Z M , O / 'If a>>> Ln I— / 6" WATERLINE CROSSING 1.1 P � S 24' RCP 2.9 24" RCP 146.31. LF @ 1.37% 75.13 LF Lal 1.33% / PROPOSED SANITARY SEWER / i SERVICE LATERAL CROSSING / XISTING GRADE (TYP.) 24" RCP 20.35 LF dal 1.23% N 3 N rn m o o ^ 0�0 !^ M M M M .t al 0M., 0+00 0+50 1+00 1+50 2+00 2+50 15" RCP 54-41 LF Lal 2.76% SED SANITARY NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. C SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN 50 THE 2oo8 ROAD AND BRIDGE STANDARDS. ` m O O�0 00 0 M M >°p O 0 00 0 .. i� 0 PROPOSED F z z SERVICE CRO 1 D CO N N O 00 M M O O O m O 0 O S d S 't 't't S 0 3+00 3+50 4+00 4+50 STR-44B - SWM V z.1 0 J m m 0 3 a0 r Oo Oi Ln n ci O m N d J m 00 F � N HzZ) .. m� a a0 a-0 F a » o F- O LnFZZ Ln O ID O-O au ° o C) O n tD S > a a ° a� s Z z LfL ZZZ VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. STR:44 VDOT STD. DI-313 (L=14') TP=4z3.67 INV IN: 417.00 TO 44B INV OUT: 415.5o TO 42 STR:44B VDOT STD. DI-36 (L=16') TP=4z4.00 INV OUT: 417.5o TO 44 4z5 PROPOSED TER 4" WATERLINE SINGS CROSSING 420 L15" RCP 1.1 33.21LF@1.51% 415 000 PROPOSED SANITARY SEWER 000 SERVICE LATERAL CROSSING - PROPOSED 6ATERLINE I" WCROSSING 410 0 15" RCP 100-59 LF dal 2.81% 1.4' PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS L15" RCP 101.o8 LF Lal 3.96% OPOSED WATER RVICE CROSSINGS �. 0 ci ko N� n C lD � lO kD 00 4 O ,�:� Ol 'i N 4 In P'1 ri S S �t d It d S It 5+00 5+50 6+oo 6+50 7+00 7+50 405 TIE-IN TO STRU WITH THE PHASE ROAD PL 400 395 m 385 375 370 365 STR:16 VDOT STD. DI-3B (L=io') XISTING GRADE (TYP.) TP=4o8.4z INV IN: 403.42 TO 18 STR:16B VDOT STD. DI-313 (L=io') INV IN: 400-83 TO 16B TP=4o8.42 INV OUT: 392.25 TO 14 �INV OUT: 401.33TO16 zo 410 410 200 375 PROPOSED 12" WATERLINE CROSSING 405 405 ROPOSED GRADE (TYP. 1. z' 415" 400 400 RCP 39-7o LF Lal 1.26% 395 395 390 1 1 390 m d m 0 m 0 0+00 0+50 STR-16B - STR-16 375 EXISTING GRADE (TYP. \ / 370 / 370 0 / / O J J 00 m M m 365 � M j m w o � o °'to 0 O F- ~ 365 / m 0 m / / 0 0 L M o F oM 0 mw / '. 0 �m 360 of w0 o O o / �� O 0 > o PROPOSED 0 ^m''L m �~ �Z mo M-OO! II o z z ~n Z 36o w ^ 0 Cot m GRADE Il nr__ - 00 M Ln D °° m m 355 11 - Lu z z z F X > X X n w w u� lr�l 355 PROPOSED z" WATERLINE PROPOSED 12 CROSSING 12" WATERLINE 350 CROSSING 350 :TUREPROPOSED 2POLO GROUNDS „RGP Qa 383 0/0AN ' RCP (SUB-2017-117) 35�F 450.24 Qa o 570/0 ' 345 345 Ll ? vi d o ? n, Ln Ln 0+00 0+50 1+00 1+50 STR-4B - EX-STR-B8 STR:20 VDOT STD. DI-313 (L=8') TP=4z8.42 INV IN: 421.00 TO 2oB INV IN: 423.42 TO 22 INV OUT: 417.o8 TO 18B 430 STR:20B VDOT STD. DI-313 (L=12') rTP=428.67 INV OUT: 421.42 TO zo I 430 / EXISTING GRADE (TY 'ROPOSED GRADE (TYP.) 425 / 425 PROPOSED 1.3, 2" WATERLINE CROSSING 420 / 420 / 15" RCP 39.96 LF @a 1.o5% 415 415 S 00 N It 0+00 0+50 STR-zoB - STR-zo P.) SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E p 11/12/21 Z z 0 En_ 0 z 0 CO us a 5 0 u)F z u > o 0 `s u a o W ae u L O ti Cy') Q N Cy') 0 N Q O 0') O W N W > a J z ur) J 7 ~ u-LU W J > LL O 0- LD -j 0� 06 0� L u Q U W W L1J U O Lncn O L n L u CD zLLJ J U) J _ J Q o OO N u w J ti 0 o w w a Ln JOB NO. 182150 SCALE ill _501 SHEET NO. z4 STR:So IN STR:46' IN 430 STR:48 I6 410 /`EXISTING GRADE (TYP.) / 415 415 STR:486 VDOT STD. DI-36 (L TP=4o6.00 DOT STD. DI-36 (L=1o') INV IN: 4oz.00 TO YD-3 TP=405.50 INV OUT: 399.00 TO 48 V IN; 401.75 TO ROOF2 410 INV IN: 398.67 TO 48B INV IN: 400.83 TO So INV OUT: 395.5o TO 46 405 405 PROPOSED ROPOSED GRADE (TYP.) 8" WATERLINE Llo�ll CROSSING 400 400 15" RCP 33-58 LF �a 0.98% 395 395 N a 0 a 0+00 0+50 STR-48B - STR-48 410 EXISTING GRADE (TYP.) +I i ✓DOT STD. DI-313 (L=8') 405 TP=398-75 INV IN: 391.75 TO 46B STR:46B VDOT STD. DI-3C (L V IN: 395.o8 TO ROOFl TP=398J5 INV IN: 39z.25 TO 48 INV IN: 394.00 TO YD-2 INV OUT: 390.4z TO 34 INV OUT: 392.o8 TO 46 400 400 PROPOSED GRADE (TYP.) 395 395 PROPOSED l.o' 8" WATERLINE CROSSING 390 390 15" RCP 32.7o LF @a 385 385 � m O 0 a O a 0+00 0+50 STR-46B - STR-46 Me EXISTING GRADE (TYP.) DOT STD. DI-3B (L=1o') TP=417.83 425 V IN: 414.00 TO ROOF4 / INV IN: 412.33 TO 52 / STR:5oB VDOT STD. DI-313 (L INV IN: 410.83 TO 5o6 / / TP=417 83 INV OUT: 40433 TO 48 INV IN: 413.83 TO ROOFS INV OUT: 411.25 TO 50 420 420 PROPOSED GRADE (TYP.) 415 415 PROPOSED 8" WATERLINE 1.0' CROSSING 420 420 15" RCP 32.67 LF dal 1.29% 405 405 W N Cq N N a r^i a 0+00 0+50 STR-5oB - STR-50 420 425 =12') 410 PROPOSED SERVICE CRO 405 400 395 =6') VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET =1o') 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 z00 ( IN FEET ) 1 inch = 50 fL. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. STR:40 VDOT STD. DI-36 (L=1o') ROPOSED GRADE (TYP.) TP=413.00 INV IN: 407.00 TO 42 STR:4oB VDOT STD. DI-313 (L=12') INV IN: 4o6.o8 TO 4oB TP=413.17 INV OUT: 404.67 TO 38 INV OUT: 406.58 TO 40 415 415 0 J V 00 _M 0 0 N d ��O o F O oo� r o o I, O -0 6 0 o o a O O a o N a a j Zp m N FL: w s0 Ln d > >> z w � 11 > � 1 z 15" RCP 61.oi LF @a 1.23% EXISTING GRADE (TYP .Ot d d 0+00 0+50 STR-6oB - STR-6o 410 / 410 XISTING GRADE (TYP.) PROPOSED 1 z' 6" WATERLINE CROSSING 405 405 15" RCP 32.96 LF Qa 1.51% 400 400 m a T 0 a W O It STR-4oB - STR-4o 420 415 STR:36 VDOT STD. DI-36 (L=1o') TP=400.67 INV IN: 39533 TO 38 410 INV IN: 394.00TO36B (TYP.) INVOUT:392.5oTO34 / 400 405 PROPOSED 6" WATERLINE 395 (CROSSING 1 395 390 445 STR:54B VDOT STD. DI-313 (L=12') TP=44z.o8 STR:54 VDOT STD. DI-313 (L=12') INV IN: 438.00 TO ROOFS TP=442.0o INV IN: 437-75 TINV OUT: 43533 TO 54 O ROOF8 INV IN: 435.0o TO 546� 445 INV OUT: 430.5oTZ PROPOSED 440 8" WATERLINE PROPOSED WATER / CROSSINNG SERVICE CROSSINGS- 1 1 1.1' i5" RCP S1 R:52 VDOT STD. DI-3B (L=io') / 32.78 LF @ 1.02% 435 TP=429.75 INV IN: 425.83 TO ROOF6 435 INV IN: 424.00 TO 54 / / PROPOSED SANITARY SEWER INV IN: 422.67 TO 52B / SERVICE LATERAL CROSSING INV OUT: 416.58 TO 5o / / T 430 PROPOSED GRADE (TYP.) / Z�00 430 1.0, RCP S410 PROPOSED WATER SERVICE CROSSINGS y69 425 / 1 o 425 STR:5o VDOT STD. DI-36 (L lio') TP=417.83 l.o' EXISTING GRADE (TYP.) INV IN: 414.0o TO ROOF4 INV IN: 412.33 TO 52 INV IN: 410.83 TO 5oB 420 INV OUT: 40433TO48 PROPOSED SERVICE LATERAL SANITARY SEWER CROSSING 420 PROPOSED PROPOSED WATER 6" WATERLINE SERVICE CROSSINGS- CROSSING �.3 4�5 STR:48 VDOT STD. DI-3B (L=io') / TP=405.50 1.6' 1. 415 INV IN: 401.75 TO ROOFz INV IN: 3900.838.67 R CP 6 PROPOSED SANITARY SEWER T So INV IN: 400.83 TO 5o y5 LF 2.9 SERVICE LATERAL CROSSING INV OUT: 395-5o TO 46 143.45 410 420 STR:46 VDOT STD. DI-313 (L=8') TP=398-75 405 / INV IN: 391.75 TO 46B INV IN: 395.o8 TO ROOFi 405 / 1.4 ' STR:34 VDOT STD. MH / INV IN: 392.25 TO 48 1.1' 1.0 TP=397-42 / / INV OUT: 390.42 TO 34 INVIN:389.75T046 ,RCP y o PROPOSED SANITARY SEWER INV IN: 391.00 TO 36 `F Qa z•32/0 SERVICE LATERAL CROSSING 4 00 INV OUT: 390.17 TO 32 1. 6z PROPOSED WATER 395 SERVICE ROSSINGs 395 l.o' PROPOSED 8" WATERLINE �.3 y8" RCP z% CROSSING oB IF 2.1 153, 390 1 1 390 24" RCP 59.02 LF @ 1.14% 385 385 I� O1 to 0) M m l0 O H O N a a 00 Hm 10 OOl 00 •i O 11 O Ol O O~ ~ ~ 0H N �D m N O w N 1(1 O1 N O1 N m M m I� 01 M O m a ci a a a Ol m a O s a O s a O s a •i s '+ a a N s a N s a N s a M s a m s a a s a a s STING GRADE (TYP.) 410 STR:36B VDOT STD. DI-361 TP=4o1.00 INV OUT: 394.25 TO 36 405 GRADE (TYP.) 395 15" RCP 33.13 LF Qa 0.75% 390 a H O O O a It 0+00 0+50 STR-36B -STR-36 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-54B - STR-34 EXISTING GRADE (TYP.) 430 430 425 420 415 410 405 74 M STR:64B VDOT STD. DI-313 (L=14') N TP=418.42 o v0 p INV IN: 411.35 TO 64D 425 O O 0 IN VOUT:411.25TO64 (AI p L 0 I STR:64D VDOT STD. DI-3B (L=12') > N a a� TP=418.42 a N .. INV OUT: 411.67 TO 64B azz0 a >> > �zzz 420 6" WATERLINE PROPOSED CROSSING 415 GRADE (TYP.) ED WATER CROSSING 2.1' 1.1' 1S" RCP 32.7o LF Qa o.98% 15"RCP 46.14 LF Qa i.o8% O N 00 O Co It It a It 0+00 0+50 1+00 STR-64D - STR-64 410 EXISTING GRADE (TYP. STR:52 VDOT STD. DI-313 (L=1o') TP=429.75 INV IN: 425.83 TO ROOF6 INV IN: 424.00 TO 54 INV IN: 422.67 TO 52B INV OUT: 416.58 TO 5o / 1 430 1 425 420 415 GRADE 5+00 5+50 6+oo STR:5213 VDOT STD. DI-313 (L=12') TP=430.00 INV IN: 4z6.00TO ROOF? INV OUT: 423.00 TO 52 1 1 435 1 WATERLINE 'OSSING 430 425 15" RCP 32.77 LF Qa 1.00% 420 Ol � N N a a o+00 0+50 STR-52B - STR-5z 415 6+50 7+00 '-5 42 420 415 PROPOSED 6" WATERLINE - CROSSING 410 405 STR:62 VDOT STD. DI-313 (L=8') TP=414.58 INV IN: 408.17TO64 420 INV IN: 407.67 TO 62B INV OUT: 407.5o TO 6o STR:6zB VDOT STD. DI-313 (L= TP=414.So INV OUT: 4o8. oo TO 6z ROPOSED GRADE (TYP.) 410 15" RCP 32.69 LF Qa im% 405 **t co a H a a 0+00 0+50 FSTR-62B - STR-62 SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E p 11/12/21 14 V/ Z z 0 Lu z 0 co =_ a 0 Ln F z u > Lu 0 2 u a 0 o �W/ u li ti M N Q ® a- 0! 1 0 N Q On ON O�/ N CII > a w J Z � J I-� W LL J LL W O L9 '_j Q� H W p� W 2 U W W ll�__ U O U) O v, LLJW CD 12') Z J U) i---i J _ J Q o OC: N co U W J ti w W a (n JOB NO. 182150 SCALE 111 = 50I SHEET NO. 25 0 ri m TH OF EXISTING GRADE (TYP.)--,,,�� N � N d m N 455 455 go m Q a G1 mm n F o o to 0 O � SCOTT R. LINS'Z o Orp W m O ^ m F- 0 o 0 U Lic. No. 035791,E / 0o ^ m o 450 PROPOSED GRADE (TYP.) > r,10 a F �� O oo N M Q^ m 4$0 ,d 4 p 11/12/21 / Ln o m^'tF_O ^ t ? 0 o Tt� u,� °sr 450 0 F 450 ri r / O n u PROPOSED WATER STR:7z VDOT STD. MH d > > ^ z O ONAL Eg�1 EO STR:78 VDOT STD. DI-3B (L=1z') Q, SERVICE CROSSINGS v, z z F - - > > F a > z F- 0- m � TP=44z.00 m N ar a0� STR:7o VDOT STD. DI-3B (L=1o') INV IN: 435 77=44�75 TO 2B F 0_ Z z S' `D n INV IN: 438.0o TO ROOFlz z INV OUT: 435.67TO 70 Q ^p m °� INVIN:435.00TO78B F a» 445 TP=437.67 445 p � Q o0 in F z z ooa_o_p0O^o INV OUT:433SoT076 -- INV IN: z oo TO 6 445 F- 445 INVIN:433ooT072 0 0 ~O o � 0 INV OUT: 4z5.00T068B PROPOSED Qo z / 12"WATERLINE �� o O CROSSING z z ° m a a ar �z ZO > 10 PROPOSED 440 Z Z Z m 8" WATERL l.z' 44o � d > > > / r p GRADE (TYP.) PROPOSED CROSSING O O 440 ,n F z z z/ F Z Z Z Z PROPOSED 440 ,n 12" WATERLINE 8" WATERLINE o CROSSING ? 9' 0 0 / CROSSING / o 00 STR:68 VDOT STD. DI-3B (L=8') F F 1 4' L. > > 435 TP=427.00 ^ O INV IN: 419.7S TO 68B O °o o _ 2.5' / 15" RCP 0 ¢ u u PROPOSED WATER INV OUT: 417.00 TO 66 j a 39.7o LF Qa 1.06%Of / 435 SERVICE CROSSINGS z.o 435 STR:64 VDOT STD. DI-3C (L=6') N m ^ a� ,-, i ^ co N / / y " RCP Z v rn m PROPOSED l.z' TP=417.z5 ° �11 Z O F a > > / 211'5 1 LF Qa .1.z6% i5" RCP 37.o6 LF Qa i.o8% O o z U) a > 0 > 0 8" WATERLINE 13' INV IN: lo. TO 6 B 4 75 4 / Ln z z o CROSSING is" RCP z.5' 430 lowRCP 2.O 3z.8o LF Qa 1.z80/u 430 �51 z 07% 430 145 y3LF INV IN: 412.75TO66rq INV OUT: 409.5o TO 62p oo m / Y a m Q o 10 > O O O PROPOSED SERVICE WATER CROSSINGS - i5" 3 RCP z. 1 LF l.zz% 7 C 430 �1�/�1 y/ H in W °C F- z Lu a w m Lu a w m J F/ n 0 Ln M i n Q Q RCP m o 0 0N1a a� XISTING GRADE (TYP.) Wasi8" 425 0 m 1O /,o w o, PROPOSED 10' Z 42553-33 p 1° o LF @ 0.94% n O -6" WATERLINE > » 425 425 = m D O O o ,n F F v / F 8_ in F Z Z Z CROSSING > w > w PROPOSED SANITARY SEWER pO Qmoea // 1.2 S11RCP y.87% PROPOSED SANITARY SERVICE LATERAL CROSSINGS v, F F > a aH / yo6.93LF SEWER CROSSING 420 =° I� O N 0 z z p / 420 Q N 0 10 o N' a aF II r z z Z �, 20 20 4 4 O 0 0 0 0 z z::1 3 .t O W N u~, O n ~ u,� p n Ha>>> 1nF z zz 18"RCP 3 2.62 LF@2.0 5 % N N O .i I� ^ O N M O .t O M m 't m m 1N^ m '�^ a ry > o o `� SED W Q O O N N 1 a s a s -t't a s a 4 5 m M --tF 00 � R CP PROPOSED 415 0 0 SING yg' o 89 LF C 10l/° "WATERLINE m Eno ??0+00 t6"WATERLINE 90 CROSSING 0+50 1+00 1+50 2+00 2+50 Om15 14z4"RCP STR-78B - STR-70 410 0 �^ > m� 35.87LFQa 1.6z% 410 N a ° > of 00 _ RCP PROPOSED SANITARY L9� > / ° Ln F 86.19 LF @ 1.54/0 SEWER CROSSING 7- 405 / 405 � z z Q 11 24" RCP N 57-56 LF @ 1.44% J EXISTING GRADE (TYP. m ILL 445 C) O D 445 73. PROPOSED SANITARY o O 400 STR:76 VDOT STD. DI-3C (L=8') Ln p F °o 1 0 r�SEWER CROSSING 400 TP=436.67 ,F ^ / 24" RCP N INV IN: 429.6o TO 76B 0 1p m STR:56B VDOT STD. MH > a / / loo.51 LF Qa 1.42% O O INV IN:431.67TO YD-4 10 It TP=392.00 INV IN:43o.5oTO78 ° � 440 INV IN:386.92' / PROPOSED SANITARY SEWER - / CROSSINGS INV OUT: 429.So TO70 1 0 395 INV OUT: 375.00 TO 56 SERVICE LATERAL 395 N NOTES: �, 0- z_ z 1. ALL FILL TO BE PLACED AT 95%COMPACTION. / 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. / Q i J z4" RCP 62.12 o LF @1.48/o 3. MINIMUM OF y' OF VERTICAL SEPARATION FROM STORM / Lu 7 L Ln SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 435 435 J w SANITARY SEWER MUST BE PROVIDED. PROPOSED 390 LPROPOSED 390 J �� U- J 8" WATERLINE STR:56 VDOT STD. MH / CROSSING GRADE (TYP.) TP=377-50 (n Li - NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 11, INV IN: 372-33 TO 56B / LL) O AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL INV OUT: 367.92 TO SWM'A' / 0- SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO 430 430 SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED 385 / RCP 385 0O �--I GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR / 62.t2 6z.11 LF Qa 3.88% J 0� CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 15" RCP / 0� CZ Lu AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G 33.58 LF @1.19% / "BACKFILLING". Q / > 425 425 // _ 38o / 38o C) LJJ NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH STR:SWM'A' ACCESS MH / TP-376.5o / �--I i �1 ur) OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN Y I 1 ACCORDANCE WITH STANDARD SL-i AS FOUND IN a INV IN: 367.50 TO 56 / � THE 2oo8 ROAD AND BRIDGE STANDARDS. LL) U O 375 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE o+oo o+So 375 ul O SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. p SEE DETAIL ON SHEET 17 FOR HDPE PIPE STR-76B - STR-76 a4R3�g% � M BEDDING INFORMATION. o�2�F Lu LLJ W 370 0 370 J I— J NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-lAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 3o" RCP 365 lo.5o LF Qa 4.00% 365 L UNDERGROUND TIE-IVERTICAL O GRAPHIC SCALE DETNTIO ETENTION FACILITY A' ' J < Q O 5 0 2.5 5 10 20 INV.=367.50 Ur 36o 360 0 O ( IN FEET ) N 1 inch = 5 ft. 0) ul O ri n O N V, O O 1!, M l0 10 I� ci Cn .t O, 10 O. u, O, M I� .t n O S 1� N O, O M O O ci M Ol Ll) M M rl Vl N l!, 1p 00 ai M M Li, O M M O n 0 O a 10 N O a cj, M O a cl r, s N 100 0 N n W 6 O M s a M 6 10 M N `"I M rl 10 !M�', 3 O O t01', a N t~1', .t N M M N M s M I a N I W HORIZONTAL GRAPHIC SCALE F W 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 so o zs so ,ao zao 0+00 0+50 1+00 p a w DETENTION FACILITY'A' JOB NO. 182150 ( IN FEET) STR-74B - UNDERGROUND 1 inch = 50 ft. SCALE 111 _ 501 SHEET NO. 26 0 0 0 0 0 0 0 y 0 s 0 0 a a T C 0 0 _ 0 t 0 0 a 0 0 t 3 a 0 a m 0 T a CD z w w Z Z w N z 0 U 0 a 0 a U X L N 0 Fz 0 0 a a m 0 0 0 0 a c 0 0 a m s .t� Structure Area (Acres) Cw tc (Min-) 4 0.29 0.50 6.0 4B 0.23 0.60 6.0 8 0.09 0.60 5.0 8B 0.19 0.70 5.0 10 0.11 0.70 5.0 12 0.27 0.75 6.0 12B 0.30 0.60 6.0 14 0.16 0.60 6.0 14B 0.11 0.70 5.0 16 0.23 0.60 6.0 16B 0.16 0.70 5.0 18 0.44 0.50 7.0 18B 0.21 0.70 6.0 20 0.10 0.70 5.0 20B 0.27 0.60 6.0 22 0.06 0.80 5.0 24 7.80 0.60 12.0 24B 0.15 0.75 5.0 26 0.23 0.65 6.0 26B 0.29 0.60 6.0 30 0.59 0.70 6.0 32 0.04 0.75 5.0 32B 0.11 0.75 6.0 36 0.20 0.75 6.0 36B 0.20 0.55 6.0 38 0.12 0.75 6.0 40 0.16 0.75 6.0 40B 0.29 0.75 6.0 42 0.18 0.75 6.0 44 0.34 0.75 6.0 44B 0.50 0.70 6.0 46 0.20 0.75 6.0 46B 0.14 0.75 5.0 48 0.16 0.75 6.0 48B 0.16 0.75 6.0 50 0.16 0.75 6.0 50B 0.17 0.75 6.0 52 0.15 0.75 6.0 52B 0.20 0.75 6.0 54 0.29 0.75 6.0 54B 0.26 0.75 6.0 58 0.29 0.50 6.0 60B 0.58 0.70 6.0 62 0.14 0.75 6.0 62B 0.33 0.75 6.0 64 0.17 0.75 6.0 64B 0.45 0.70 7.0 64D 0.36 0.70 7.0 66 0.07 0.75 5.0 68 0.07 0.75 5.0 68B 0.11 0.75 6.0 70 0.16 0.75 6.0 72 0.25 0.75 6.0 72B 0.45 0.75 7.0 74 0.29 0.60 6.0 74B 0.16 0.70 6.0 76 0.35 0.75 6.0 76B 0.16 0.75 6.0 78 0.22 0.75 6.0 78B 0.19 0.75 6.0 YD-1 0.12 0.60 6.0 YD-lA 0.13 0.60 6.0 YD-1B 0.09 0.60 6.0 YD- I C 0.08 0.60 6.0 YD-ID 0.12 0.60 6.0 YD-1E 0.11 0.60 6.0 YD-IF 0.07 0.60 6.0 YD-1G 0.08 0.50 6.0 YD-1H 0.08 0.60 6.0 YD-11 0.07 0.60 6.0 YD-IJ 0.08 0.50 6.0 YD-1K 0.07 0.60 6.0 YD-IL 0.07 0.60 6.0 YD-2 0.47 0.30 10.0 YD-3A 0.22 0.50 6.0 YD-3B 0.27 0.50 6.0 YD-3C 0.22 0.50 6.0 YD-3D 0.13 0.60 6.0 YD-3E 0.33 0.40 7.0 YD-3F 0.19 0.50 6.0 YD-4C 0.12 0.60 6.0 YD-4D 0.10 0.60 6.0 YD-4E 0.13 0.50 6.0 YD-4F 0.09 0.60 6.0 YD-4G 0.11 0.50 6.0 YD-5 0.19 0.60 6.0 YD-5A 0.18 0.50 6.0 YD-5B 0.18 0.60 6.0 YD-5C 0.19 0.50 6.0 YD-SD 0.26 0.45 6.0 YD-6 0.17 0.50 6.0 YD-6A 0.25 0.50 6.0 ROOF1 0.06 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOF3 0.09 0.90 5.0 ROOF4 0.05 0.90 5.0 ROOF5 0.09 0.90 5.0 ROOF6 0.05 0.90 5.0 ROOF7 0.09 0.90 5.0 ROOF8 0.07 0.90 5.0 ROOF9 0.09 0.90 5.0 ROOF 10 0.06 0.90 5.0 ROOF11 0.09 0.90 5.0 ROOF12 0.11 0.90 5.0 ROOF13 0.18 0.90 5.0 /-i \\ \\\ \ / �:;:;:;:;�;.;� L �;:;'•.• T .�z---�'�. _- ,. .•.,.� - / - - - / // R-72SIZED TO ACCOMMODATE FUTURE BLOCK 18 DRAINAGE \ ..'\ \�\ -wr' /i /' --:` "' / \ / / .�c r•:. ,r�..�.�yyrctp',!.% - i � / //� // � _.= \ �\\ J/ Jl l( l l 1 - r r � r ® \ I r {C SWM FACILITY OO V Ll IN gal dwftlowANN ®ter rM �17a�i TdA j IM 1 ROPOSED DRAINAGE DIVIDE (Typ.)- .. • 0lm� dim ����� �� o �I `�IAII�1 I lam I•I.gl �la�l....w-��/�' - ;.. gag 11 Illlll�%��� l _EA�W � if•yu,� � FI, �� /llllill,� h'1He��11i �'� ail ' I , � " AE'� �/� „�,� �� � id un • :. • . r 4,, a,,uN �.�Iji % i `• �/�,� ► �s'�l-'ram®�,�/�®,� %. 4 r 'ii./iI� I • d vb�s��$r,L./. Des AMMAN ®,. �'i�;y'�/ ir► l/ gym/ - ff _ Mali VIA e'or awA �l%%i �.�e7,w♦.vim `JI+II ru{ IPc•, • '1'' � � O I�• 4zyiQerle �q i%7JJ�������� '> I li IIII II /✓/ ��iS/+`�': ���� . �® e -- POLO GROUNDS ROACS -... h J -^ 1 \ \Fr , i 1,2 zxz //��V � I/ / /ii///// - / /i� /i //i/ iXX/ / 1 / 1 Il1 l \ �✓ � .� I i IIIIIIIII/III�I�j� I /� ._ \\\\ \\\\I\' _Ji"T/%,////i/��\\r \_-_----_ ,\�\Y\ //j -z���I� _�/z ///IIII II \ \ \ \\ \\ \\\\\\\\ YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-1L 12in Yard Inlet 451.00 12 67.75 3.32% 448.00 445.75 HDPE YD-1K 12in Yard Inlet 449.75 12 81.50 4.60% 445.75 442.00 HDPE YD0.1J 12in Yard Inlet 446.00 58.50 5.13% 442.00 439.00 HDPE YD-1I 12in Yard Inlet 443.00 E12 12 67.75 5.17% 439.00 435.50 HOPE YD-1H 12in Yard Inlet 439.50 12 117.00 4.70% 435.50 430.00 HDPE YDAG 12in Yard Inlet 434.00 12 73.25 7.74% 430.00 424.33 HDPE YD-1F 12in Yard Inlet 428.33 12 72.50 7.35% 424.33 419.00 HDPE YD-1E 12in Yard Inlet 423.00 12 63.00 6.35% 419.00 415.00 HDPE YD-1D 12in Yard Inlet 419.00 12 76.75 9.12% 415.00 408.00 HDPE YD-1C 12in Yard Inlet 412.00 12 70.33 6.04% 408.00 403.75 HDPE YD-1B 12in Yard Inlet 407.75 12 78.75 6.67% 403.75 398.50 HDPE YD-1A 12in Yard Inlet 402.50 12 84.75 5.31% 398.50 394.00 HDPE Y0.1 12in Yard Inlet 399.00 12 53.25 12.68% 394.00 387.25 HDPE YD-2 18in Yard Inlet 398.25 12 16.33 1.53% 394.25 394.00 HDPE YD-3F 12in Yard Inlet 429.00 12 85.50 1.17% 425.00 424.00 HDPE YD-3E 12in Yard Inlet 428.00 12 70.50 5.67°/ 424.00 420.00 HDPE YD-3D 12in Yard Inlet 424.00 12 78.00 10.26°/ 420.00 412.00 HDPE YD-3C 12in Yard Inlet 416.00 12 72.75 5.50% 412.00 408.00 HDPE YD-3B 12in Yard Inlet 412.00 12 65.00 3.08% 408.00 406.00 HDPE YD-3A 12in Yard Inlet 410.00 12 98.50 2.03% 406.00 404.00 HDPE Y0.3 12in Cleanout 408.00 12 23.50 8.51% 404.00 402.00 HDPE YD-0G 12in Yard Inlet 449.00 12 88.50 4.52% 445.00 441.00 HDPE YD-0F 12in Yard Inlet 445.00 12 77.25 4.53% 441.00 437.50 HDPE YD-0E 12in Yard Inlet 441.50 12 54.00 2.78% 437.50 436.00 HDPE YD-0D 12in Yard Inlet 440.00 12 77.75 0.42% 436.00 435.67 HDPE YD-0C 12in Yard Inlet 438.67 12 20.50 1.66% 435.87 435.33 HDPE YD-0B 12in Cleanout 442.00 12 47.75 2.79% 436.33 435.00 HDPE YD-0A 12in Cleanout 440.00 12 13.75 7.27% 435.00 434.00 HDPE YD-0 12in Cleanout 440.00 12 19.50 11.95% 434.00 431.67 HDPE YD-5D 12in Yard Inlet 426.00 12 90.00 1.11% 422.00 421.00 HDPE YD-SC 12in Yard Inlet 425.00 12 83.75 2.39% 421.00 419.00 HDPE YD-56 12in Yard Inlet 423.00 12 66.50 2.51% 419.00 417.33 HDPE YD-SA 12in Yard Inlet 421.33 12 81.25 1.69% 417.33 416.00 HDPE Y0.5 12in Yard Inlet 419.00 12 66.00 2.27% 416.00 414.50 HDPE YDEA 12in Yard Inlet 383.00 12 121.00 3.31% 379.00 375.00 HDPE YDE 12in Yard Inlet 380.00 12 76.50 15.69% 375.00 363.00 HDPE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 4B DI-36 CG-6 10 357.67 VDOTSTD. IS-1 REQ'D 4A 15 40.24 0.57% 350.33 350.10 RCP 4 DI3B CG-6 10 357.33 VDOTSTD. IS-1 REQ'D 3 15 117.35 3.83% 350.00 345.50 RCP 26B DI-3B CG-6 12 442.92 VDOT STD. IS-1 REQ'D 26A 15 39.69 0 1.00 /0 435.92 435.52 RCP 26 DI-3B CG-6 10 442.92 VDOT STD. IS-1 REQ'D 25 15 35.73 1.18% 435.42 435.00 RCP 24B MH CG-6 - 440.67 VDOT STD. IS-1 REQ'D 24A 15 35.01 1.20% 433.67 433.25 RCP 24 MH CG-6 - 440.58 VDOT STD. IS-1 REQ'D 23 30 38.72 1.06% 431.58 431.17 RCP 22 DI-3B CG-6 6 437.67 VDOT STD. IS-1 REQ'D 21 30 150.24 1.33% 425.42 423.42 RCP 20 DI-31B CG-6 8 428.42 VDOT STD. IS-1 REQ'D 19 30 284.77 1.32% 417.08 413.33 RCP 18B DI-31B CG-6 8 418.33 VDOT STD. IS-1 REQ'D 18A 30 39.67 1.26% 410.00 409.50 RCP 18 DI-3B CG-6 10 41 - VDOT STD. IS-1 REQ'D 17 30 243.67 1.26% 406.50 403.42 RCP 16 1 DI-3B CG-6 10 408.42 VDOT STD. IS-1 REQ'D 15 30 161.92 1.24% 392.25 390.25 RCP 14 DI-36 CG-6 10 395.25 VDOTSTD. IS-1 REQ'D 13 30 37.14 1.13% 386.00 385.58 RCP 12B I DI3C CG-6 8 391.33 VDOT STD. IS-1 REQ'D 12A 30 32.79 0.98% 383.00 382.68 RCP 12 DI-36 CG-6 10 391.25 VDOT STD. IS-1 REQ'D 11 30 26.61 0.94% 382.58 382.33 RCP 10B MH WA - 388.67 VDOT STD. IS-1 REQ'D 10A 30 76.23 1.09% 377.25 376.42 RCP 10 DI-36 CG-6 10 381.42 VDOT STD. IS-1 REQ'D 9 30 90.21 1.11% 368.33 367.33 RCP 8 DI-36 CG-6 8 372.33 VDOT STD. IS-1 REQ'D 7 36 18.75 1.33% 364.25 1 364.00 RCP 6B MH WA - 373.00 VDOT STD. IS-1 REQ'D 6A 36 89.73 1.20% 360.50 359.42 RCP 6 MH WA - 365.00 VDOT STD. IS-1 REQ'D 5 36 46.41 1.79% 357.00 356.17 RCP 8B DI-3B CG-6 12 372.33 VWI STD. I5-1 REQ'D SA 15 39.72 1 0.83% 1 365.33 1365.00 1 RCP r- i i DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPEType Curb SLOT LENGTH RIM ELEVATION COMMENTS 14B DI-313 CG-6 10 395.33 VDOT STD. IS-1 REQ'D 14A 15 39.68 1.26% 388.33 387.83 RCP 16B DI-3B CG-6 10 408.42 VDOT STD. IS-1 REQ'D 16A 15 39.70 1 1.26% 401.33 400.83 RCP 20B DI-3B CG-6 12 428.67 VDOT STD. IS-1 REQ'D 20A 15 39.96 1.05% 421.42 421.00 RCP 44B DI-3B CG-6 16 424.00 VDOT STD. IS-1 REQ'D 44A 15 33.21 1.51% 417.50 417.00 RCP 44 DI-313 CG-6 14 423.67 VDOT STD. IS-1 REQ'D 43 15 100.59 2.81% 415.50 412.67 RCP 42 DI-313 CG-6 10 418.33 VDOT STD. IS-1 REQ'D 41 15 101.08 3.96% 411.00 407.00 RCP 40 DI-313 CG-6 10 413.00 VDOT STD. IS-1 REQ'D 39 15 97.20 3.00% 404.67 401.75 RCP 38 DI-313 CG-6 8 407.83 VDOT STD. IS-1 REQ'D 37 1 15 134.39 2.49% 398.67 395.33 RCP 36 DI-3B CG-6 10 400.67 VDOT STD. IS-1 REQ'D 35 15 54.41 2.76% 392.50 391.00 RCP 34 MH N/A - 397.42 VDOT STD. IS-1 REQ'D 33 24 75.13 1.33% 390.17 389.17 RCP 32 DI-3B CG-6 6 395.50 VDOT STD. IS-1 REQ'D 31 24 146.31 1- I- 386.00 384.00 RCP 30 DI-3C CG-6 12 391.50 VDOT STD. IS-1 REQ'D 29 24 20.35 1.23% 376.75 376.50 RCP 32B DI-3B CG-6 8 395.50 VDOT STD. IS-1 REQ'D 32A 15 32.91 2.04% 389.17 388.50 RCP 36B DI-3B CG-6 10 401.00 VDOT STD. IS-1 REQ'D 36A 15 33.13 0.75% 394.25 394.00 RCP 40B DI-3B CGE 12 413.17 VDOTSTD. IS-1 REQ'D 40A 15 32.96 1.51% 406.58 406.08 RCP 54B DI-3B CG-6 12 442.08 VDOT STD. IS-1 REQ'D 54A 15 32.78 1.02% 435.33 435.00 RCP 54 DI-313 CG-6 12 442.00 VDOT STD. IS-1 REQ'D 53 15 169.27 3.84% 430.50 424.00 RCP 52 DI-313 CG-6 10 429.75 VDOT STD. IS-1 REQ'D 51 15 143.45 2.96% 416.58 412.33 RCP 50 DI-313 CG-6 10 417.83 VDOT STD. IS-1 REQ'D 49 15 150.62 2.32% 404.33 400.83 RCP 48 DI-3B CG-6 10 405.50 VDOT STD. IS-1 REQ'D 47 18 153.08 2.1211 1 395.50 392.25 RCP 46 DI-3B CG-6 8 398.75 VDOT STD. IS-1 REQ'D 45 24 59.02 1.14% 390.42 389.75 RCP 46B DI-3C CG-6 6 398.75 VDOT STD. IS-1 REQ'D 46A 15 32.70 1.01% 392.08 391.75 RCP 48B DI-3B CG-6 10 406.00 VDOTSTD. IS-1 REQ'D 48A 15 33.58 0.98% 399.00 398.67 RCP 50B DI-3B CG-6 12 417.83 VDOT STD. IS-1 REQ'D 50A 15 32.67 1.29% 411.25 410.83 RCP 52B DI-313 CG-6 12 430.00 VDOT STD. IS-1 REQ'D 52A 15 32.77 1.00% 423.00 422.67 RCP 74B DI-3B CG-6 10 445.67 VDOTSTD. IS-1 REQ'D 74A 15 39.70 1.06% 438.67 438.25 RCP 74 DI-36 CGE 10 445.67 I V-1 STD. IS-1 REQ'D 73 15 37.06 1.08% 438.67 436.27 RCP 72B MH N/A - 443.75 VDOT STD. IS-1 REQ'D 72A 15 32.71 1.22% 436.17 435.77 RCP 72 MH N/A - 443.75 VDOT STD. IS-1 REQ'D 71 1 15 211.51 1.26% 1 435.67 433.00 1 RCP 70 DI-313 CG-6 10 437.67 VDOT STD. IS-1 REQ'D 69 18 108.93 1.87% 425.00 423.00 RCP 68B DI-3B CGE 10 427.17 VDOT STD. IS-1 REQ'D 68A 18 32.62 2.05% 420.42 419.75 RCP 68 DI-313 CG-6 8 427.00 VDOT STD. IS-1 REQ'D 67 18 90.89 2.01% 417.00 415.17 RCP 66 DI-313 CG-6 8 419.50 VDOT STD. IS-1 REQ'D 65 24 35.67 1.62% 413.33 412.75 RCP 64 DI-3C CG-6 6 417.25 VDOT W. I5-1 REQ'D 63 24 86.19 1.54% 409.50 408.17 RCP 62 DI-3B CGE 8 414.58 VDOT STD. IS-1 REQ'D 61 24 57.56 1.44% 407.50 406.67 RCP 60 MH N/A - 412.92 VDOT STD. IS-1 REQ'D 59 24 100.51 1.42% 404.67 403.25 RCP 58B MH N/A - 408.00 VDOT STD. IS-1 REQ'D 58A 24 62.12 1.48% 1 397.92 397.00 1 RCP 58 DI-1 N/A - 402.00 VDOT STD. IS-1 REQ'D 57 24 62.11 3.88% 389.33 386.92 RCP 56B MH N/A - 392.00 VDOT STD. IS-1 REQ'D 56A 24 70.72 3.78% 375.00 372.33 RCP 56 MH N/A - 377.50 VDOT STD. IS-1 REQ'D 55 24 10.50 4.00% 367.92 367.50 RCP 60B DI-3C CG-6 10 412.17 VDOT STD. IS-1 REQ'D 60A 15 61.01 1.23% 406.50 405.75 RCP 62B DI-3B CG-6 12 414.50 VDOT STD. IS-1 REQ'D 62A 15 32.69 1.01% 408.00 407.67 RCP 64D DI-3B CG-6 12 418.42 VDOT STD. IS-1 REQ'D 64C 15 32.70 0.98% 411.67 411.35 RCP 64B DI-3B CGE 14 418.42 VDOT STD. IS-1 REQ'D 64A 15 46.14 1.08% 411.25 410.75 RCP 78B DI-313 CG-6 12 442.25 VDOT STD. IS-1 REQ'D 78A 15 1 32.80 1.28% 1 435.42 435.00 RCP 78 DI-313 CG-6 12 442.00 VDOT STD. IS-1 REQ'D 77 15 145.13 2.07% 433.50 430.50 1 RCP 76 DI-3C CG-6 8 436.67 VDOT STD. IS-1 REQ'D 75 18 53.33 0.94% 429.50 429.00 RCP 76B DI-3B CG-6 8 436.67 VDOT STD. IS-1 REQ'D 76A 15 33.58 1.19% 430.00 429.60 RCP \I I V II111 I v \ I I I SCOTT/R. On-LLINSZ Lic. 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JOB NO. 182150 SCALE 1 rr=100' SHEET NO. 27 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet S z c dy F a> J 2 A 4- mu o mc ` U Q -C U O O O a 3: a � 42 g a O C o � C T N 9 N N . o § ' 0 m C w o 3 y ; w o of W � o F W `_. a a v m i n� ONd d a w N m + N U W N C 9 m h +Im 16 E °.4 2� i E' 11 u ' II \ C X.O 3 y m m u uN J J W O O O is 4 3B 10.0 0.29 0.50 0.145 0.58 0.00 0.58 0.0482 0.0200 1 2.0 1 0.0833 1 4.1650 4.05 0.93 3.5192 0.1466 0.1564 7.39 1.35 1.00 0.58 0.00 4B 3B 10.0 0.23 0.60 0.138 0.55 0.00 0.55 0.0482 0.0200 2.0 1 0.0833 4.1650 3.97 0.95 3.5192 0.1466 0.1593 7.16 1.40 1.00 0.55 0.00 8 3B 8.0 0.09 0.60 0.054 0.22 0.00 0.22 0.1000 0.0200 2.0 0.0833 4.1650 2.44 1.00 3.5192 0.1466 0.1666 5.85 1.37 1.00 0.22 0.00 8B 3B 12.0 0.19 0.70 0.133 0.53 0.00 0.53 0.1000 0.0200 2.0 0.0833 4.1650 3.42 0.98 3.5192 0.1466 0.1637 8.64 1.39 1.00 0.53 0.00 10 3B 10.0 0.11 0.70 0.077 0.31 0.00 0.31 0.1000 0.0200 2.0 0.0833 4.1650 2.78 0.99 3.5192 0.1466 0.1652 6.83 1.46 1.00 0.31 0.00 12 3B 10.0 0.27 0.75 0.203 0.81 0.00 0.81 0.0200 0.0200 2.0 0.0833 4.1650 5.41 0.86 3.5192 0.1466 0.1461 6.81 1.47 1.00 0.81 0.00 14 3B 10.0 0.16 0.60 0,096 0.38 0.00 0.38 0,0974 0,0200 2.0 0.0833 4.1650 3.04 0.99 3.5192 0,1466 0.1652 7.43 1.35 1.00 0.38 0.00 14B 3B 10.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0974 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0.1652 6.77 1.48 1.00 0.31 0.00 16 3B 10.0 0.23 0.60 1 0.138 1 0.55 0.00 1 0.55 1 0.0649 0.0200 2.0 O.OB33 4.1650 3.76 0.96 3.5192 0.1466 1 0.1608 1 7.79 1.28 1.00 1 0.55 1 0.00 16B 3B 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0649 0.0200 2.0 0.0833 4.1650 3.48 0.98 3.5192 0.1466 0.1637 7.06 1.42 1.00 0.45 0.00 18 3B 10.0 0.44 0.50 0.220 0.88 0.00 0.88 0.0199 0.0200 2.0 0.0833 4.1650 5.59 0.85 3.5192 0.1466 0.1446 7.08 1.41 1.00 0.88 0.00 18B 3B 8.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0199 0.0200 2.0 0.0833 1 4.1650 4.80 1 0.88 1 3.5192 0.1466 0.1490 5.87 1.36 1.00 0.59 0.00 20 3B 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0596 0.0200 2.0 0.0833 4.1650 2.96 0.99 3.5192 0.1466 0.1652 5.62 1.42 1.00 0.28 0.00 20B 3B 12.0 0.27 0.60 0.162 0.65 0.00 0.65 0.0596 0.0200 2.0 O.OB33 4.1650 4.06 0.95 3.5192 0.1466 0.1593 8.16 1.47 1.00 0.65 0.00 22 3B 6.0 0.06 0.80 0.048 0.19 0.00 0.19 0,0635 0,0200 2.0 0.0833 4,1650 2.54 0.99 3.5192 0,1466 0.1652 4.89 1.23 1.00 0.19 0.00 26 3B 10.0 0.23 0.65 0.150 0.60 0.00 0.60 0.0567 0.0200 2.0 0.0833 4.1650 3.97 0.95 3.5192 0.1466 0.1593 7.78 1.29 1.00 0.60 0.00 26B I 3B 12.0 0.29 0.60 0.174 0.70 0.00 0.70 0.0567 0.0200 2.0 O.OB33 4.1650 4.20 0.94 3.5192 0.1466 0.1578 8.33 1.44 1.D0 0.70 0.0011 32 3B 6.0 0.04 0.75 0.030 0.12 0.00 0.12 0.0474 0.0200 2.0 0.0833 4.1650 2.25 0.98 3.5192 0.1466 0.1637 3.69 1.62 1.00 0.12 0.00 32B 3B 8.0 0.11 0.75 1 0.083 1 0.33 0.00 1 0.33 1 0.0474 0.0200 2.0 0.0833 4.1650 3.29 1.00 3.5192 1 0.1466 0.1666 5.59 1 1.43 1.00 0.33 0.00 36 3B 10.0 0.20 0.75 0,150 0.60 0.00 0.60 0.0585 0.0200 2.0 1 0.0833 4.1650 3.95 0.95 3.5192 0.1466 0.1593 7.86 1.27 1.00 1 0.60 0.00 36B 3B 10.0 0.20 0.55 0.110 0.44 0.00 0.44 0.0585 0.0200 2.0 0.0833 4.1650 3.52 0.97 3.5192 0.1466 0.1622 6.83 1.47 1.00 0.44 0.00 38 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0585 0.0200 2.0 O.OB33 4.1650 3.26 0.98 3.5192 0.1466 0.1637 6.24 1.28 1.00 0.36 0.00 40 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0585 0.0200 2.0 0.0833 4.1650 3.64 0.97 3.5192 0.1466 0.1622 7.08 1.41 1.00 0.48 0.00 40B 3B 12.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0585 0.0200 2.0 0.0833 4.1650 4.55 0.91 3.5192 0.1466 0.1534 9.40 1.28 1.00 0.87 0.00 42 3B 10.0 0.18 0.75 0,135 0.54 0.00 0.54 0,0585 0,0200 2.0 0.0833 4,1650 3.80 0.96 3.5192 0,1466 0.1608 7.48 1.34 1.00 0.54 0.00 44 3B 14.0 0.34 0.75 0.255 1.02 0.00 1.02 0.0585 0.0200 2.0 0.0833 4.1650 4.82 0.89 3.5192 0.1466 0.1505 10.16 1.38 1.00 1.02 0.00 44B 3B 16.0 0.50 0.70 0.350 1.40 0.00 1.40 0.0585 0.0200 2.0 0.0833 4.1650 5.43 0.86 3.5192 0.1466 1 0.1461 11.82 1.35 1.00 1.40 0.00 46 3B 8.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0200 0.0200 2.0 0.0833 4.1650 4.84 0.88 3.5192 0.1466 0.1490 5.93 1.35 1.00 0.60 0.00 48 3B 10.0 0.16 1 0.75 1 0.120 1 0.48 0.00 1 0.48 1 0.0743 0.0200 2.0 0.0833 4.1650 3.48 0.97 3.5192 0.1466 0.1622 7.61 1.31 1 1.00 1 0.48 0.00 48B 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0743 0.0200 2.0 1 0.0833 1 4.1650 3.48 1 0.97 1 3.5192 0.1466 0.1622 7.61 1.31 1.00 0.48 0.00 50 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0825 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.81 1.28 1.00 0.48 0.00 SOB 3B 12.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0825 0.0200 2.0 0.0833 4.1650 3.49 0.97 3.5192 0.1466 0.1622 8.05 1.49 1.00 0.51 0.00 52 3B 10.0 0.15 0.75 0,113 0.45 0.00 0.45 0,0825 0,0200 2.0 0.0833 4,1650 3.33 0.98 3.5192 0,1466 0.1637 7.60 1.32 1.00 0.45 0.00 52B 3B 12.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0825 0.0200 2.0 0.0833 4.1650 3.71 0.97 3.5192 0.1466 0.1622 8.62 1.39 1.00 0.60 0.00 54 3B 12.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0507 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 9.05 1.33 1.00 0.87 0.00 54B 3B 12.0 0.26 0.75 0.195 0.78 0.00 0.76 0.0507 0.0200 2.0 0.0833 4.1650 4.48 0.92 3.5192 0.1466 0.1549 8.55 1.40 1.00 0.76 0.00 62 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0288 0.0200 2.0 0.0833 4.1650 3.85 0.95 3.5192 0.1466 0.1593 5.47 1.46 1.00 0.42 0.00 62B 38 12.0 0.33 0.75 0.246 0.99 0.00 0.99 0.0288 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 8.26 1.45 1.00 0.99 0.00 64B 3B 14.0 0.45 0.70 0.315 1.26 0.00 1.26 0.0327 0.0200 2.0 0.0833 4.1650 5.82 0.83 3.5192 0.1466 0.1417 9.67 1.45 1.00 1.26 0.00 64D 3B 12.0 0.36 0.70 0.252 1.01 0.00 1.01 0.0327 0.0200 1 2.0 1 4.1650 5.36 0.86 3.5192 0.1466 0.1461 8.65 1.39 1.00 1.01 0.00 66 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0,0680 0,0200 2.0 4.1650 2.59 0.99 3.5192 0.1466 0.1652 5.18 1.55 1.00 0.21 0.00 68 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1000 0.0200 2.0 4.1650 2.41 0.99 3.5192 0.1466 0.1652 5.81 1.38 1.00 0.21 0.00 68B 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1000 0.0200 2.0 4.1650 2.86 0.99 3.5192 0.1466 0.1652 7.03 1.42 1.00 0.33 0.00 70 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0652 0.0200 2.0 4.1650 3.56 0.97 3.5192 0.1466 0.1622 7.31 1.37 1.00 0.48 0.0074 3B 10.0 0.29 0.60 0.174 0.70 0.00 0.70 0.0453 0.0200 2.0 J0.0a334.1650 4.1650 4.39 0.93 3.5192 0.1466 0.1564 7.84 1.28 1.00 0.70 0.00 74B 3B 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0453 0.0200 2.0 4.1650 3.72 0.96 3.5192 0.1466 0.1608 6.40 1.56 1.00 0.45 0.00 76B 3B 8.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0200 0.0200 2.0 4.1650 4.46 0.92 3.5192 0.1466 0.1549 5.27 1.52 1.00 0.48 0.00 78 3B 12.0 0.22 0.75 0.1650.66 0.00 0.66 0.0680 0.0200 2.0 4.16503.98 0.95 3,5192 0.1466 OA593 8.56 1.40 1.00 0.66 0.00 78B 3B 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0680 0.0200 2.0 4.1650 3.77 0.96 1 3.5192 0.1466 0A608 8.00 1.50 1.00 0.57 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet x . 2 on g' o pOp L h i J v ry m Ic .� m g o ; m m c 2' m .y4 3 `m m m o 0 9 Q U U C O O 3 8 . C C S. S Q a o 3 .r ,n V m o 3 o. � � 0 o 3 w m �^ w c r 3 o m . m y m (6 OI ? A H W a a x m L V C " v a m ^, w - a. n Jv c `w g _ v g o y w c Z w x to o m m O n Iyy1 $ o �, m ,u 0 N J J W O O V K 4 3B 10.0 0.29 0.50 0.145 0.94 0.00 0.94 0.0482 0.0200 2.0 0.0833 4A650 4.86 0.88 3.5192 0.1466 0.1490 9.33 1.07 1.00 0.94 0.00 4B 3B 10.0 0.23 0.60 0,138 0.90 0.00 0.90 0,0482 0,0200 2.0 0.0833 4,1650 4.77 0.90 3,5192 0,1466 0.1520 9.03 1.11 1.00 0.90 0.00 8 3B 8.0 0.09 0.60 0.054 0.35 0.00 0.35 0.1000 0.0200 2.0 0.0833 4.1650 2.92 0.99 3.5192 0.1466 0.1652 7.21 1.11 1.00 0.35 0.00 8B 3B 12.0 0.19 0.70 0.133 0.86 0.00 0.86 0.1000 0.0200 2.0 0.0833 4.1650 4.10 0.94 3.5192 0.1466 OA578 10.82 1.11 1.00 0.86 0.00 10 3B 10.0 0.11 0.70 0.077 0.50 0.00 0.50 0.1000 0,0200 2.0 0.0833 4,1650 3.34 0.98 3,5192 0,1466 0.1637 8.42 1.19 1.00 0.50 0.00 12 3B 10.0 0.27 0.75 0.203 1.32 0.00 1.32 0.0200 0.0200 2.0 0.0833 4.1650 6.49 0.78 3.5192 0.1466 0.1344 8.78 1.14 1.00 1.32 0.00 14 3B 10.0 0.16 0.60 0.096 0.62 0.00 0.62 0.0974 0.0200 2.0 0.0833 4A650 3.65 0.97 3.5192 0.1466 0.1622 9.21 1.09 1.00 0.62 0.00 14B 3B 10.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0974 0,0200 2.0 0.0833 4.1650 3.36 0.98 3.5192 0.1466 0.1637 8.35 1.20 1.00 0.50 0.00 16 3B 10.0 0.23 0.60 1 0.138 0.90 0.00 0.90 0.0649 0.0200 2.0 0.0833 4.1650 4.51 0.91 3.5192 0.1466 0.1534 9.82 1.02 1.00 0.90 0.00 16B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0649 0.0200 2.0 0.0833 4A650 4.17 0.94 3.5192 0.1466 0.1578 8.84 1A3 1.00 1 0.73 0.00 18 38 10.0 0.44 0.50 0.220 1.43 0.00 1.43 0.0199 0.0200 2.0 0.0833 4.1650 6.70 0.77 3.5192 0.1466 0.1329 9.13 1.09 1.00 1.43 0.00 18B 35 8.0 0.21 0.70 0.147 0.96 0.00 0.96 0.0199 0.0200 2.0 0.0833 4.1650 5.76 0.84 3.5192 0.1466 0.1432 7.37 1.09 1.00 0.96 0.00 20 3B 8.0 1 0.10 0.70 0.070 0.46 0.00 0.46 0.0596 0.0200 2.0 0.0833 4.1650 3.55 0.97 3.5192 0.1466 ME 6.96 1A5 1.00 0.46 0.00 20B 3B 12.0 0.27 0.60 0.162 1.05 0.00 1.05 0.0596 0.0200 2.0 0.0833 4.1650 4.87 0.89 3.5192 0.1466 0.1505 10.36 1.16 1.00 1.05 0.00 22 3B 6.0 0.06 0.80 0.048 0.31 0.00 0.31 0.0635 0.0200 2.0 0.0833 4.1650 3.05 0.99 3.5192 0.1466 0.1652 5.99 1.00 1.00 0.31 0.00 26 3B 10.0 0.23 0.65 0.150 0.97 0.00 0.97 0.0567 0.0200 2.0 0.0833 4A650 4.77 0.90 3.5192 0.1466 0.1520 9.81 1A2 1.00 0.97 0.00 26B 3B 12.0 0.29 0.60 0.174 1.13 1 0.00 1 1.13 0.0567 0.0200 2.0 0.0833 4.1650 5.04 1 0.88 3.5192 0.1466 0.1490 10.58 1 1.13 1.00 1.13 0.00 32 3B 6.0 0.04 0.75 0.030 0.20 0.00 0.20 0.0474 0.0200 2.0 0.0833 4.1650 2.70 0.95 3.5192 0.1466 0.1593 4.60 1.30 1.00 0.20 0.00 32B 3B 8.0 0.11 1 0.75 1 0.083 0.54 0.00 0.54 0.0474 0.0200 2.0 0.0833 4A650 3.94 0.99 3.5192 0.1466 0.1652 6.89 1A6 1.00 0.54 0.00 36 3B 10.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0585 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 9.92 1.01 1.00 0.98 0.00 36B 3B 10.0 0.20 0.55 0.110 0.72 0.00 0.72 0.0585 0.0200 2.0 0.0833 4.1650 4.22 0.93 3.5192 0.1466 0.1564 8.56 1.17 1.00 0.72 0.00 38 1 3B 8.0 1 0.12 0.75 0.090 0.59 0.00 0.59 0.0585 0.0200 2.0 0.0833 4A650 3.92 0.95 3.5192 0.1466 0.1593 7.78 1.03 1.00 0.59 0.00 40 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0585 0.0200 2.0 0.0833 4.1650 4.36 0.92 3.5192 0.1466 0.1549 8.93 1.12 1.00 0.78 0.00 40B 3B 12.0 0.29 0.75 0.218 1.41 0.00 1.41 0.0585 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 11.87 1.01 1.00 1.41 0.00 42 3B 10.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0585 1 0.0200 2.0 0.0833 4A650 4.56 0.91 3.5192 0.1466 0.1534 9.43 1.06 1.00 0.88 0.00 44 3B 14.0 0.34 0.75 0.255 1.66 1 0.00 1 1.66 0.0585 0.0200 1 2.0 1 0.0833 4.1650 1 5.79 1 0.84 3.5192 0.1466 1 0.1432 1 12.84 1 1.09 1.00 1 1.66 0.00 44B 3B 16.0 0.50 0.70 0.350 2.28 0.00 2.28 0.0585 0.0200 2.0 0.0833 4.1650 6.52 0.78 3.5192 0.1466 0.1344 15.24 1.05 1.00 2.28 0.00 46 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0200 0.0200 2.0 0.0833 4.1650 5.80 0.84 3.5192 0.1466 0.1432 7.45 1.07 1.00 0.98 0.00 48 3B 10.0 0.18 1 0.75 1 0.120 0.78 0.00 0.78 0.0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1466 0.1578 9.48 1.05 1.00 0.78 0.00 48B 3B 10.0 0.16 0.75 1 0.120 0.78 0.00 0.78 0.0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1466 0.1578 9.48 1.05 1.00 0.78 0.00 50 I 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 OA825 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.78 1A2 1.00 0.78 0.00 50B 3B 12.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0825 0.0200 2.0 0.0833 4.1650 4.18 0.93 3.5192 0.1466 0.1564 10.09 1.19 1.00 0.83 0.00 52 3B 10.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0825 0.0200 2.0 0.0833 4.1650 3.99 0.95 3.5192 0.1466 0.1593 9.47 1.06 1.00 0.73 0.00 52B 3B 12.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0825 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 10.87 1A0 1.00 0.98 0.00 64 3B 12.0 0.29 0.75 0.218 1 1.41 0.00 1 1.41 1 0.0507 0.0200 1 2.0 1 0.0833 1 4.1650 5.60 1 0.85 3.5192 0.1466 1 0.1446 1 11.44 1.05 1.00 1.41 0.00 54B 3B 12.0 0.26 0.75 0.195 1.27 0.00 1.27 0.0507 0,0200 2.0 0.0833 4.1650 5.38 0.86 3.5192 0.1466 0.1461 10.86 1.11 1.W 1.27 0.00 62 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0288 0.0200 2.0 0.0833 4.1650 4.74 0.90 1 3.5192 0.1466 0.1520 6.90 1.16 1.00 0.68 0.00 62B 3B 12.0 0.33 0.75 0.248 1.61 0.00 1.61 0.0288 0.0200 2.0 0.0833 4A650 6.54 0.78 3.5192 0.1466 0.1344 10.65 1A3 1.00 1.61 0.00 64B 38 1 14.0 0.45 0.70 0,315 2.05 0.00 2.05 0.0327 0,0200 2.0 0.0833 4,1650 6.99 0.75 3,5192 0,1466 0.1300 12.49 1.12 1.00 2.05 0.00 64D 3B 12.0 0.36 0.70 0.252 1.64 0.00 1.64 0.0327 0.0200 2.0 0.0833 4.1650 6.43 0.78 3.5192 0.1466 0.1344 11.15 1.08 1.00 1.64 1 0.00 66 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0680 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 OA652 6.35 1.26 1.00 0.34 0.00 68 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1000 0,0200 2.0 0.0833 4,1650 2.89 0.99 3,5192 0.1466 0.1652 7.13 1.12 1.00 0.34 0.00 68B 3B 10.0 I 0.11 0.75 0.083 0.54 1 0.00 0.54 0.1000 1 0.0200 2.0 0.0833 4.1650 3.43 0.98 3.5192 0.1466 0.1637 8.66 1.15 1.00 0.54 0.00 70 3B 10.0 0.16 0.75 1 0.120 0.78 0.00 1 0.78 0.0652 0.0200 2.0 1 0.0833 1 4A650 4.27 1 0.93 3.5192 1 0.1466 0.1564 1 9.17 1.09 1.00 0.78 0.00 74 3B 10.0 0.29 0.60 0.174 1.13 0.00 1.13 0.0453 0,0200 2.0 0.0833 4,1650 1 5.26 0.87 3,5192 0.1466 0.1476 9.95 1.00 1.13 0.00 74B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0453 0.0200 2.0 0.0833 4.1650 4.46 0.92 3.5192 0.1466 OA549 8.03 1.00 0.73 0.00 76B 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0200 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 6.66 !25 1.000.78 0.00 78 3B 12.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0680 0.0200 2.0 0.0833 4.1650 4.78 0.90 3.5192 0.1466 0.1520 10.80 1.001.07 0.00 78B3B 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0680 0.0200 2.0 0.0833 4.1650 4.52 0.91 3.5192 0.1466 0.1534 10.09 1.00 0.93 1 0.00 Design Storm Year= 10 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet - N a t 2 N Lo m oa N of A 42 M y oC x m � r a . d co 5 m wu a ; ,oa a u m L om g O m 0 5 Z S `m w � B w o 'd 9 x J f O c O N 3 NZE m c o � 10 a a N m m E 5 Y � J O Id d U U O O 5 rb+ d � i i in ,= v a r W left 1 0.06 0.60 0.036 0.23 0.00 0.23 0.0200 0.0200 2.0 0.0833 4.1650 3.40 right 0.24 0.60 0.144 0.94 0.00 0.94 0.0200 0.0200 2.0 0.0833 4.1650 5.71 128 I 3C 1 8.0 confined flow 1.2 0.12 1 0.271 1 6.22 left 1 0.18 0.70 0.126 0.82 0.00 0.82 0.0150 0.0200 2.0 0.0833 4.1650 5.73 right 0.41 0.70 0.287 1.87 0.00 1.87 0.0150 0.0200 2.0 0.0833 4.1650 7.81 30 3C 12.0 combined flow 2.7 0.18 0.387 6.88 left 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 right 1 0.02 1 0.75 10.0151 0.10 I 0.00 0.10 0.0200 1 0.0200 1 2.0 1 0.0833 1 4A650 1 2.45 468 3C 1 6.0 combined flow 0.7 0.10 1 0.215 1 4.92 left 0.35 0.70 0.245 1.59 0.00 1.59 0.0150 0.0200 2.0 0.0833 4.1650 7.1 right 0.23 0.70 0.161 1.05 0.00 1.05 0.0150 0.0200 2.0 0.0833 4.1650 6.29 600 1 3C 1 10.0 combined flow 2.6 1 0.19 1 0.420 1 9.62 left 1 0.11 10.75 0.083 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.64 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0200 0.0200 2.0 0.0833 4.1650 3.69 64 3C 1 6.0 combined flow 0.8 0.11 1 0.245 1 5.61 left 1 0.21 1 0.75 10.158 1 1.02 1 0.00 1.02 0.0200 1 0.0200 1 2.0 1 0.0833 4.1650 1 5.91 right 1 0.14 1 0.75 10,1051 0.68 1 0.00 0.68 0.0200 1 0.0200 1 2.0 1 0.0833 li 4.1650 1 5.07 76 3C 1 8.0 combined flow 1.7 1 0.16 1 0.349 1 8.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N ¢ t in N N 0 i m �" ,Ln O m n O No. o C m y a O 3 V . M m Y t O U 9 O� Z. m o 3 ; v p % mc 11 O m ry 'v o� d r m � Em O a O U Lc X > J Q U O O O vi , On F i a F 2 left 0.06 0.60 0.036 0.14 0.00 0.14 0.0200 0.0200 2.0 0.0200 1.0000 2.83 right 0.24 0.60 0.144 0.58 0.00 0.58 0.0200 0.0200 2.0 0.0200 1.0000 4.76 12B F 3C 1 8.0 combined flow 0.7 0.09 1 0.196 1 4.50 left 1 0.18 1 0.70 1 0.126 1 0.50 1 0.00 0.50 0.0200 0.0200 2.0 0.0200 1.0000 4.53 right 0.41 0.70 0,287 1.15 0.00 1.15 0.0200 0.0200 2.0 0.0200 1.0000 6.17 30 1 3C 1 12.0 combined flow 1.7 0.13 0.280 6.42 left 1 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0200 1.0000 3.99 right 0.02 0.75 0.015 0.06 0.00 0.06 0.0200 0.0200 2.0 0.0200 1.0000 2.04 468 3C 6.0 combined flow 0.4 left 0.35 0.70 0.245 0.98 0.00 0.98 0.0150 0.0200 2.0 0.0833 4.1650 6.13 right 0.23 0.70 0.161 0.64 0.00 0.64 0.015C 0.0200 2.0 0.0833 4.1650 5.24 60B 3C 10.0 combined flow 1.6 left 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86right0.060.75 a0.3O4 0.045 0.18 0.00 OA8 0.0200 0.0200 2.0 NE 4.1650 3.0864 3C 6.0 combined flow 0.5 left 1 0.21 1 0.75 0.1581 0.63 1 0.00 0.63 0.0200 1 0.0200 2.0 0.0833 1 4.1650 1 4.92 right 1 0.14 1 0.75 0.105 1 OA2 1 0.00 0.42 0.0200 1 O0200 1 2.0 1 0.0833 1 4A650 1 4.23 76 3C 1 8.0 CDnibinedflowl 1.1 1 0.12 1 0.252 1 5.79 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT 2) PERIMETER ET) A (ACRES) C I (IN/HR) Q (CFS) 58 DI-1 2.33 10.00 0.29 0.50 4.00 0.58 0.9 WEIRFLOW 58 DI-1 2.33 10.00 0.29 0.50 6.50 0.94 1.2 WEIR FLOW 58 DI-1-50%clogged 1.17 5.00 0.29 0.50 4.00 0.58 1.4 1 WEIRFLOW 58 DI-1 - 50% clogged 1.17 5.00 0.29 0.50 6.50 0.94 1.9 WEIR FLOW POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA 1211LET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEE FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC YD-11, 0.07 0.60 0.04 0.04 6.00 6.35 0.3 YD-1K 448.00 445.75 67.75 0.0332 12 7.0 4.2 16.0 YD-1K 0.07 0.60 0.04 0.08 6.27 6.27 0.5 YD-H 445.75 442.00 81.50 0.0460 12 8.3 5.9 13.9 YD-IJ 0.08 0.50 0.04 0.12 6.50 6.21 0.8 YD-]I 442.00 439.00 58.50 0.0513 12 8.7 6.8 8.5 YD-lI 0.07 0.60 0.04 0.17 6.64 6.17 1.0 YD-IH 439.00 1 435.50 1 67.75 0.0517 12 8.8 1 7.5 1 9.1 YD-111 0.08 0.60 0.05 0.21 6.79 6.12 1.3 YD-1G 435.50 430.00 117.00 0.0470 12 8.4 7.6 15.3 YD-1G 0.08 0.50 0.04 0.25 7.05 6.05 1.5 YD-IF 430.00 424.33 73.25 0.0774 12 10.7 9.6 7.6 YD-1F 0.07 0.60 0.04 0.30 7.17 6.02 1.8 YD-IE 424.33 419.00 72.50 0.0735 12 10.5 9.8 7.4 YD-1E I 0.11 1 0.60 0.07 0.36 1 7.30 5.99 1 2.2 YD-ID 1 419.00 415.00 63.00 0.0635 12 9.7 10.0 6.3 YD-11) 0.12 0.60 0.07 0.43 7.40 5.96 2.6 YD-1C 415.00 408.00 1 76.75 0.0912 12 11.7 11.9 1 6.4 YD-1C 0.08 0.60 0.05 0.48 7.51 5.94 2.9 YD-113 408.00 403.75 70.33 0.0604 12 9.5 10.5 6.7 YD-113 0.09 0.60 0.05 0.54 7.62 5.91 3.2 YD-IA 403.75 398.50 78.75 0.0667 12 10.0 11.2 7.1 YD-IA 0.13 0.60 0.08 0.61 7.74 5.88 3.6 YD-1 I I 1 398.50 394.00 84.75 0.0531 12 1 8.9 10.7 7.9 YD-1 0.12 0.60 0.07 0.69 7.87 5.84 4.0 12B 394.00 387.25 53.25 0.1268 12 13.7 15.0 3.6 YD-2 0.47 0.30 0.14 0.14 10.00 5.37 0.8 46B 394.25 394.00 16.33 0.0153 12 4.8 4.4 3.7 YD-3F 0.19 0.50 1 0.10 0.10 1 6.00 1 6.35 0.6 YD-3E 425.00 424.00 85.50 0.0117 12 4.2 3.7 23.0 YD-3E 0.33 0.40 0.13 0.23 7.00 6.07 1.4 YD-3D 424.00 420.00 1 70.50 0.0567 12 9.2 8.4 1 8.4 YD-31) 0.13 0.60 0.08 0.31 7.14 6.03 1.8 YD-3C 420.00 412.00 78.00 0.1026 12 12.4 11.3 6.9 YD-3C 0.22 0.50 0.11 0.42 7.26 6.00 2.5 YD-3B 412.00 408.00 72.75 0.0550 12 9.1 9.7 7.5 YD-3B 0.27 0.50 0.14 0.55 7.38 5.97 3.3 YD-34, I I I 1 408.00 406.00 65.00 0.0308 12 1 6.8 8.5 7.6 YD-3A 0.22 0.50 0.11 0.66 7.51 5.94 3.9 YD-3 406.00 404.00 98.50 0.0203 12 5.5 7.6 13.0 YD-3 0.00 0.90 0.00 0.74 7.72 5.88 4.4 48B 404.00 402.00 23.50 0.0851 12 11.3 13.4 1.8 YD-46 0.11 0.50 0.06 0.06 6.00 6.35 0.3 YD-4F I 1 445.00 441.00 88.50 0.0452 1 12 8.2 5.2 17.1 YD-4F 0.09 0.60 0.05 0.11 6.29 6.27 0.7 YD-4E I 1 441.00 437.50 77.25 0.0453 12 8.2 6.2 12.4 YD-4E 0.13 0.50 0.07 0.17 6.49 6.21 1.1 YD-4D 437.50 436.00 54.00 0.0278 12 6.4 6.0 9.0 YD-4D 0.10 0.60 0.06 0.23 6.64 6.17 1.4 YD-4C 436.00 435.67 77.75 0.0042 12 2.5 3.3 23.5 YD-4C 0.12 0.60 0.07 0.31 7.03 6.06 1.9 YD-4B 435.67 435.33 20.50 0.0166 12 5.0 5.8 3.5 YD-413 0.00 0.90 1 0.00 0.31 7.09 6.04 1 1.9 YDAA 1 436.33 435.00 47.75 0.0279 12 6.4 7.0 6.8 YDAA 0.00 0.90 0.00 0.31 7.21 1 6.01 1.9 YD-4 435.00 434.00 13.75 0.0727 12 1 10.4 9.9 1.4 YD-4 0.00 0.90 0.00 0.36 7.23 6.01 2.2 76 434.00 431.67 19.50 0.1195 12 13.3 12.4 1.6 YD-51) 0.26 0.45 0.12 0.12 6.00 6.35 0.7 YD-5C 422.00 421.00 90.00 0.0111 12 4.1 3.9 23.3 YD-5C 0.19 0.50 0.10 0.21 6.39 6.24 1.3 YD-5B 421.00 419.00 83.75 0.0239 12 6.0 6.0 14.0 YD-513 0.18 0.60 0.11 0.32 6.62 6.17 2.0 YD-5A 419.00 417.33 66.50 0.0251 12 6.1 6.9 9.6 YD-5A 0.18 0.50 0.09 0.41 6.78 6.13 2.5 YD-5 417.33 416.00 8125 0.0164 12 4.9 6.3 1 12.9 YD-5 0.19 0.60 0.11 0.52 7.00 6.07 3.2 66 416.00 414.50 1 66.00 0.0227 12 5.8 7.5 8.8 YD-6A 0.25 0.50 0.13 0.13 6.00 6.35 0.8 YD-6 379.00 375.00 121.00 0.0331 12 7.0 5.8 20.8 YD-6 0.17 0.50 1 0.09 1 0.21 6.35 6.25 1.3 SWM B' I I 1 375.00 363.00 76.50 0.1569 12 15.3 11.6 6.6 STRUCFURE DRANAC£ D (N) FLOW TYPE NI.ET TYPE ARFe (FT 2) PFRIh(ElEIt (ET) A (ACRES) C I (INMR) Q (CPS) YD-1 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 4.0( 0.288 0.50 YD-1 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 6.5( 0.468 0.70 -WEIRFLOW WEIRFLOW YD-1 12"Nybplast Yard Inlet 0.22 5.60 0.12 0.60 4.0( 0.288 0.80 WEIR FLOW YD-1 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.12 0.60 6.5C 0.468 1.97 WEIR FLOW YD-IA 12"Nybpbst Yard Wet 0.43 11.19 0.13 0.60 4.0( 0.312 0.53 WEIR FLOW YD-IA 12"Nybpbst Yard Wet 0.43 11.19 0.13 0.60 6.5( 0.507 0.73 WEIRFLOW YD-IA 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.13 0.60 4.0C 0.312 0.87 1 WEIR FLOW YD-IA 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.13 0.60 6.5C 0.507 2.31 WEIR FLOW YD-IB 12" Nylophsl Yard Inlet 0.43 11.19 0.09 0.60 4.0( 0.216 0.42 WEIR FLOW YI}IB 12" Nylophst Yard Wet 0.43 11.19 0.09 0.60 6.5( 0.351 0.57 WEIR FLOW YD-IB 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.09 0.60 4.0( 0.216 0.66 WEIR FLOW YD-IB 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.09 0.60 6.5( 0.351 1.11 WEIR FLOW YD-IC 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLAW YD-1C 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.60 1 6.5( 0.312 0.53 WEIRFLOW YD-IC 12"Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.08 0.60 4.0( 0.192 0.61 WEIRFLOW YD-IC 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.08 0.60 6.5( 0.312 0.87 WEIR FLOW YD-ID 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 4.0( 0.288 0.50 WEIR FLOW YD-ID 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 6.5( 0.468 0.70 WEIRFLOW YD-ID 12"Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.12 0.60 4.00 0.288 0.80 WEIRFLOW YD-ID 12"Nybplas[Yard Inlet-50%clogged 0.22 5.60 O.12 0.60 6.SC 0.46% 1.97 WEIR FLOW YD-IE 12"Nybpbst Yard Inlet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-IE 12"Nybpbst Yard Inlet 0.43 11.19 0.11 0.60 6.5( 0.429 0.66 WEIRFLOW YD-IE 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.11 0.60 4.0( 0.264 0.75 WEIR FLOW YD-IE 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 O.ti 0.60 6.5( 0.429 1.65 WEIR FLOW YD-IF 12"Nybpbst Yard Inlet 0.43 11.19 0.07 0.60 4.00 0.168 0.35 WEIR FLOW YD-IF 12"Nybpbst Yard Inlet 0.43 11.19 0.07 0.60 6.5( 0.273 0.49 WEIRFLOW YD-IF 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.07 0.60 4.0( 0.168 0.56 WEIRFLOW YD-IF 12"Nybplast Yard Inlet -50%clogged 0.22 5.60 0.07 0.60 6.5( 0.273 0.77 WEIRFLOW YD-1G 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.50 4.0( 0.160 0.34 WEIRFLOW YD-1G 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.50 6.5( 0.260 0.47 WEERFLOW YD-1G 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.08 0.50 4.0( 0.160 0.54 WEIRFLOW YD-1G 12"Nybplast Yard Inlet -50%clogged 0.22 5.60 0.08 0.50 6.5( 0.260 0.75 WEIRFLOW YD-IH 12" Nylophst Yard Inlet 0.43 11.19 0.08 0.60 4.0( 0.192 0.38 WEIR FLOW YD-1H 12" Nylophst Yard Inlet 0.43 11.19 0.08 0.60 6.5( 0.312 0.53 WEIR FLOW YD-1H 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.08 0.60 4.0( 0.192 0.61 WEIRFLOW YD-1H 12"Nylophst Yard Inlet -50%clogged 0.22 5.60 0.08 0.60 6.5( 0.312 0.87 WEIR FLOW YD-II 12"Nylophst Yard Inlet 0.43 I1.19 0.07 0.60 4.00 0.168 0.35 WEIR FLOW YD-1I 12"Nybpbst Yard Inlet 0.43 11.19 0.07 0.60 6.5C 0.273 0.49 1 WEER FLOW YD-lI 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 4.0( 0.168 0.56 WEIRFLOW YD-11 12"Nylophst Yard Inlet -50%clogged 0.22 5.60 0.07 0.60 6.5( 0.273 0.77 WEIRFLOW YD-1J 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.50 4.0( 0.160 0.34 WEIRFLOW YD-1J I 12"Nybpbst Yard Inlet 0.43 11.19 0.08 0.50 6.5( 0.260 0.47 WEIR FLOW YD-1J 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.08 0.50 4.0( 0.160 0.54 WEBZFLOW YD-U 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.08 0.50 6.5( 0.260 0.75 WEIRFLOW YD-1K 12"Nybpbst Yard Inlet 0.43 11.19 0.07 0.60 4.0( 0.168 0.35 WEIRFLOW YD-1K 12"Nybpbst Yard Inlet 0.43 11.19 0.07 0.60 6.5C 0.273 0.49 1 WEIR FLOW YD-1K 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 4.0( 0.168 0.56 1 WEIR FLOW YD-1K 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.07 0.60 6.5( 0.273 0.77 WEIR FLOW YD-IL 12" Nylophst Yard Inlet 0.43 11.19 0.07 0.60 4.0( 0.168 0.35 WEIR FLOW YD-IL 12"Nylophsl Yard Inlet 0.43 11.19 0.07 0.60 6.5( 0.273 0.49 WEIR FLOW YD-IL 12" Nybpbst Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 4.0( 0.168 0.56 WEIRFLOW YD-IL 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 6.5( 0.273 0.77 WEIRFLOW YD-2 18"Nylophst Yard Inlet 0.64 5.40 0.47 0.30 4.0( 0.564 1.28 WEIR FLOW YD-2 18"Nylophsl Yard Inlet 0.64 5.40 0.47 0.30 6.5( 0.917 1.77 WEIR FLOW YD-2 18" Nybplast Yard Inlet -50%clogged 0.32 2.70 0.47 0.30 4.0( 0.564 2.03 WEIR FLOW YD-2 18" Nylophst Yard Inlet-50%clogged 0.32 2.70 0.47 0.30 6.5( 0.917 3.40 WEIRFLOW YD-3A 12"Nybpbst Yard Inlet 0.43 I1.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-3A 12"Nybpbst Yard Inlet 0.43 11.19 0.22 0.50 6.5( 0.715 1.15 WEIR FLOW YD-3A 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.22 0.50 4.0( 0.440 1.74 WEIR FLOW YD-3A 12" Nybpbst Yard Inlet-50%clogged 0.22 5.60 0.22 0.50 6.5( 0.715 4.59 ORIFICE FLOW YD-3B 12" Nybpbst Yard Inlet 0.43 I1.19 0.27 0.50 4.0( 0.540 0.76 WEIR FLOW YD-3B 12"Nybpbst Yard Inlet 0.43 11.19 0.27 0.50 6.5( 0.878 1.73 WEIR FLOW YD-3B 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.27 0.50 4.0( 0.540 2.62 WEIR FLOW YD-313 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.27 0.50 6.5( 0.878 6.91 ORIFICE FLOW YD-3C 12"Nybpbst Yard Inlet 0.43 11.19 0.22 0.50 4.0( 0.440 0.67 WEIR FLOW YD-3C 12"Nybpbst Yard Inlet 0.43 11.19 0.22 0.50 6.5( 0.715 1.15 WEIR FLOW YD-3C 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.22 0.50 4.0( 0.440 1.74 WEIR FLOW YD-3C 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.22 0.50 6.50 0.715 4.59 ORIFICE FLOW YD-31) 12"Nybpbst Yard Inlet 0.43 11.19 0.13 0.60 4.0( 0.312 0.53 WEIR FLOW YD-3D 12"Nybpbst Yard Inlet 0.43 11.19 0.13 0.60 6.5( 0.507 0.73 WEIR FLOW YD-31) I 12"Nybplast Yard Inlet -50%clogged 0.22 5.60 0.13 0.60 4.00 0.312 0.87 WEIR FLAW YD-313 12" Nybplast Yard inlet-50%clogged 0.22 5.60 0.13 0.60 6.5( 0.507 2.31 WEIRFLOW YD-3E 12"Nybpbst Yard Inlet 0.43 11.19 0.33 0.40 4.0( 0.528 0.75 WEIR FLAW YD-3E 12"Nylophst Yard Inlet 0.43 11.19 0.33 0.40 6.5( 0.858 1.65 WEIR FLOW YD-3E 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.33 0.40 4.00 0.528 2.50 WEIR FLOW YD-3E 12" Nybpbst Yard Inlet- 50%clogged 0.22 5.60 0.33 0.40 6.5( 0.858 6.61 1 ORIFICE FLOW YD-3F 12"Nybpbst Yard Inlet 0.43 11.19 0.19 0.50 4.0( 0.380 0.60 WEIRFLOW YD-3F 12"Nylophst Yard Inlet 0.43 11.19 0.19 0.50 6.5( 0.618 0.86 WEIRFLOW YD-3F 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.19 0.50 4.0( 0.380 1.30 WEIRFLOW YD-3F 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.19 0.50 6.5( 0.618 3.42 WEIR FLOW YD-4C 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 4.0( 0.288 0.50 WEIR FLOW YD-4C 12"Nybpbst Yard Inlet 0.43 11.19 0.12 0.60 6.5( 0.468 0.70 WEIR FLOW YD-4C 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.12 0.60 4.0( 0.288 0.80 WEIR FLOW YD-4C 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.12 0.60 6.5( 0.468 1.97 WEIR FLOW YD-41) 12"Nybpbst Yard Inlet 0.43 11.19 0.10 0.60 4.0( 0.240 0.45 WEIRFLOW YD-4D 12"Nybpbst Yard Inlet 0.43 11.19 0.10 0.60 6.5( 0.390 0.62 WEIR FLOW YD-4D 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.10 0.60 4.0( 0.240 0.71 WEIRFLOW YD-4D 12" Nylophst Yard Inlet-50%clogged 0.22 5.60 0.10 0.60 6.5( 0.390 1.37 WEERFLOW YD-4E 12"Nybpbst Yard Inlet 0.43 11.19 0.13 0.50 4.0( 0.260 0.47 WEIRFLOW YD-4E 12"Nybpbst Yard Inlet 0.43 11.19 0.13 0.50 6.5( 0.423 0.65 WEIR FLOW YD-4E 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.13 0.50 4.0( 0.260 0.75 WEIR FLOW YD-4E 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.13 0.50 6.5( 0.423 1.60 WEIRFLOW YD-4F 12" Nybpbst Yard Inlet 0.43 11.19 0.09 0.60 4.0( 0.216 0.42 WEIRFLOW YD-4F 12"Nybpbst Yard Inlet 0.43 11.19 0.09 0.60 6.5( 0.351 0.57 WEIRFLOW YD-4F 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.09 0.60 4.0( 0.216 0.66 WEIRFLOW Y134F 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.09 0.60 6.5( 0.351 1.11 WEIR FLOW YD-4G 12" Nybpbst Yard Inlet 0.43 11.19 0.11 0.50 4.0( 0.220 0.42 WEIR FLOW YD-4G 12"Nybpbst Yard Inlet 0.43 11.19 0.11 0.50 6.5( 0.358 0.58 WEIR FLOW YD-4G 12" Nybpbst Yard Inlet -50%clogged 0.22 5.60 0.11 0.50 4.0C 0.220 0.67 WEIR FLOW YD-4G 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.11 0.50 6.5( 0.358 1.15 WEER FLOW YD-5 12" Nybpbst Yard Inlet 0.43 11.19 0.19 0.60 4.0( 0.456 0.68 WEIRFLOW YD-5 12"Nybpbst Yard Inlet 0.43 11.19 0.19 0.60 6.5( 0.741 1.23 WEIRFLOW YD-5 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.19 0.60 4.0( 0.456 1.87 WEIRFLOW YD-5 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.19 0.60 6.5( 0.741 4.93 ORIFICE FLOW YD-5A 12"Nybpbst Yard Inlet 0.43 11.19 0.18 0.50 4.0( 0.360 0.58 WEIRFLOW YD-5A 12"Nybpbst Yard Inlet 0.43 11.19 0.18 0.50 6.5( 0.585 0.81 WEIR FLOW YD-5A 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-5A 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.18 0.50 6.5( 0.585 3.07 WEIR FLAW YD-511 12"Nybpbst Yard Inlet 0.43 11.19 0.18 0.60 4.0( 0.432 0.66 WEIRFLOW YD-5B 12" Nybpbst Yard Inlet 0.43 11.19 0.18 0.60 6.5( 0.702 1.11 WEIR FLAW YD-5B 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.18 0.60 4.00 0.432 1.68 WEIR FLOW YD-5B 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.18 0.60 6.5( 0.702 4.43 ORIFICE FLOW YD-5C 12" Nybpbst Yard Inlet 0.43 11.19 0.19 0.50 4.0( 0.390 0.60 WEIR FLOW YD-5C 12" Nybpbst Yard Inlet 0.43 11.19 0.19 0.50 6.5( 0.618 0.86 WEIR FLOW YD-5C 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.19 0.50 4.0( 0.380 1.30 WEIR FLOW YD-5C 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.19 0.50 6.5( 0.618 3.42 WEIR FLOW YD-51) 12"Nybpbst Yard Wet 0.43 11.19 0.26 0.45 4.0( 0.468 0.70 WEIR FLOW YD-51) 12" Nybpbst Yard Inlet 0.43 11.19 0.26 0.45 6.5( 0.761 1.30 WEIR FLOW YD-5D 12" Nybplast Yard Inlet -50%clogged 0.22 5.60 0.26 0.45 4.0C 0.468 1.97 WEIR FLOW YD-5D 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.26 0.45 6.5( 0.761 5.19 ORIFICE FLOW YD-6A 12"Nybpbst Yard Wet 0.43 11.19 0.25 0.50 4.0( 0.500 0.73 WEERFLOW YD-6A 12" Nybpbst Yard Inlet 0.43 11.19 0.25 0.50 6.5( 0.813 1.48 WEIR FLOW YD-6A 12" Nybplast Yard Inlet- 50%clogged 0.22 5.60 0.25 0.50 4.0( 0.500 2.24 WEIR FLOW YD-6A 12" Nylophst Yard Inlet -50%clogged 0.22 5.60 0.25 1 0.50 6.5( 0.813 5.93 ORIFICE FLOW YD-6A 12"Nybpbst Yard Wet 0.43 1 11.19 0.25 0.50 4.0( 0.500 0.73 WEIRFLOW YD-6A 12"Nybpbst Yard Inlet 0.43 1 11.19 0.25 0.50 6.5( 0.813 1.48 WEIRFLOW YD-6A 12" Nybplast Yard Inlet -50%clogged 0.22 1 5.60 0.25 0.50 1 4.0( 0.500 2.24 WEIRFLOW YD-6A 12" Nylophst Yard Inlet -50%clogged 0.22 1 5.60 0.25 0.50 6.5C 0.813 5.93 ORIFICE FLOW SCOTTJR. MILINSZ Lic. No. 035791 .1, p 11/12/21 "Ai U) z Ou (^ _u) W W L9 7- r M z (3) M N IIIIIIIIIIIIIIIIIIIIIIIIIII M Nt N C) W CN N (N / \ W _ LU J \J U) - w 0 NO 0L zU W 1 i COLU LU NW z L L IIIIIIIIIIIIIIIIIIIIIIIIIII `lV^ �J JN~ L.L J (LU V 0C) C) N U ,TH OFF Design Storm Year 10 O SCOTT R. LLINSZ Design Storm Year= 10 Design Year: 10 Project: BrookhiOBlocks 16&17 Job#: 182150 Prepared by: AML,PE U Lic. No. 035791� °n 11/12/21 o��ssIONAL E�Ol F F Z Z w w f f O O U U O O z a3 a3 J ¢ ¢ ¢ Ln Ln Q Q Z w 7) z z Ln > O z O O O H J J z H m m Q Q W Lu Lu > > '. r r N w N N O O O N ¢ N 0 n N N �0 \ ti 7- 1 z M N J ® M Design Year: 10 Project: Brookhill Blocks 16 & 17 Job #: 182150 Prepared by: AML, PE O N O,�/ N 0. w z J � _ J ~ Z w O g U11 0 ,--I U _6 J Q ICJ Q = U U Lu (n z_ LJJ Q I fl D C O W co J C H� J Q o OO N m u w w a to JOB NO. 182150 SCALE N/A SHEET NO. 29 POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LENGTH STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEEL' FTJFT. POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME -NCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 74B 0.16 0.70 0.11 0.11 6.00 6.35 0.7 74 438.67 438.25 39.70 O.O106 15 6.7 3.5 11.3 74 0.29 0.60 0.17 0.29 6.19 6.30 1.8 72B 438.67 436.27 37.06 0.0108 15 6.7 4.6 8.0 72B 0.45 0.75 0.34 0.62 7.00 6.07 3.8 72 436.17 435.77 32.71 0.0122 15 7.1 5.9 5.6 72 0.25 0.75 0.19 0.81 7.09 6.04 4.9 70 435.67 433.00 211.51 0.0126 15 7.3 6.3 33.4 70 0.16 0.75 0.12 2.32 7.65 5.90 13.7 68B 425.00 423.00 106.93 0.0187 18 14.4 9.3 11.6 68B 0.11 0.75 0.08 2.41 7.84 5.85 14.1 68 420.42 419.75 32.62 0.0205 18 15.0 9.7 3.4 68 0.07 0.75 0.05 2.46 7.90 5.84 14.3 66 417.00 415.17 90.89 0.0201 18 14.9 9.6 9.5 66 0.07 0.75 0.05 3.03 8.06 5.80 17.6 64 413.33 412.75 35.87 0.0162 24 28.8 9.6 3.7 64 0.17 0.75 0.13 3.73 8.12 5.78 21.6 62 409.50 408.17 86.19 0.0154 24 28.1 9.8 8.8 62 0.14 0.75 0.11 4.08 8.26 5.75 23.5 60 407.50 406.67 57.56 0.0144 24 27.1 9.7 5.9 60 0.00 0.90 0.00 4.49 8.36 5.73 25.7 58B 404.67 403.25 100.51 0.0142 24 27.0 9.8 10.3 58B 0.00 0.90 0.00 4.49 8.54 5.69 25.7 58 397.92 397.00 62.12 0.0148 24 27.5 9.9 6.2 58 0.29 0.50 0.15 4.63 8.64 5.66 26.2 56B 389.33 386.92 62.11 0.0388 24 44.6 14.7 4.2 56B 0.00 0.90 0.00 4.63 8.71 5.65 26.2 56 375.00 372.33 70.72 0.0378 24 44.0 14.6 4.9 56 0.00 0.90 0.00 4.63 8.79 5.63 26.2 SWM'A' 367.92 367.50 10.50 0.0400 24 45.2 14.9 0.7 60B 0.58 0.70 0.41 0.41 6.00 6.35 2.6 60 406.50 405.75 61.01 0.0123 15 7.2 5.3 11.4 62B 0.33 0.75 0.25 0.25 6.00 6.35 1.6 62 408.00 407.67 32.69 0.0101 15 6.5 4.3 7.6 64D 0.36 0.70 0.25 0.25 7.00 6.07 1.5 64B 411.67 411.35 32.70 0.0098 15 6.4 4.3 7.7 64B 0.45 0.70 0.32 0.57 7.13 6.03 3.4 64 411.25 410.75 46.14 0.0108 15 6.7 5.5 8.4 78B 0.19 0.75 0.14 0.30 6.00 6.35 1.9 78 435.42 435.00 32.80 0.0128 15 7.3 5.0 6.5 78 0.22 0.75 0.17 0.57 6.11 6.32 3.6 76 433.50 430.50 145.13 0.0207 15 9.3 7.1 20.5 76 0.35 0.75 0.26 1.39 7.25 6.00 8.4 70 429.50 429.00 53.33 0.0094 18 10.2 6.4 8.3 INLET STATION OUTLET WATER SURFACE ELEV Lo Do Q. ZW S� Hr JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV RIM ELEV Vo Ho Q[w Vm� Q�*V� V2/2g H ANGLE Ho Ht 1.3Ht .SHt 422.00 39.96 15 1.03 0.000 0.01 0.8 0.0 20B 0.00 0 0 0.00 NA 0.00 0.01 422.01 428.67 401.83 39.70 15 0.75 0.000 0.01 0.6 0.0 16B 0.00 0 0 0.00 NA 0.00 O.OI 401.84 408.42 388.83 39.68 15 0.51 0.000 0.00 0.4 0.0 l4B 0.00 0 0 0.00 NA 0.00 0.00 388.83 395.33 366.81 39.72 l5 0.89 0.000 0.01 0.7 0.0 SB 0.00 0 0 0.00 NA 0.00 0.01 366.82 372.33 358.57 46.41 36 35.20 0.003 0.13 5.0 0.1 6 35.2 10.2 357.5 1.6 0.56 40 0.60859 1.27 N/A 0.63 0.76 359.33 365.00 361.82 89.73 36 35.20 0.003 0.25 10.2 0.4 6B 35.2 5.0 175.3 0.4 0.13 4l 0.14634 0.68 N/A 0.34 0.59 362.41 373.00 366.40 18.75 36 35.20 0.003 0.05 5.0 0.1 8 34.5 7.0 242.4 0.8 0.27 52 0.36041 0.73 NA 0.36 0.41 366.81 372.33 369.33 90.21 30 34.49 0.007 0.64 7.0 0.2 ]0 34.3 7.0 240.1 0.8 0.27 0 0 0.46 NA 0.23 0.87 370.Z0 381.42 378.42 76.23 30 34.33 0.007 0.53 7.0 0.2 lOB 34.3 7.0 240.1 0.8 0.27 82 0.50128 0.96 N/A 0.48 1.01 379.43 388.67 384.33 26.61 30 34.33 0.007 0.19 7.0 0.2 12 33.4 6.8 227.7 0.7 0.25 77 0.43946 0.88 NA 0.44 0.63 384.96 391.25 384.96 32.79 30 33.43 0.007 0.22 6.8 0.2 12B 29.4 6.0 176 0.6 0.19 52 0.26162 0.64 NA 0.32 0.54 385.49 391.33 387.58 37.14 30 29.39 0.005 0.19 6.0 0.1 14 28.8 5.9 169.2 0.5 0.19 48 0.20338 0.53 NA 0.26 0.46 388.04 395.25 392.25 161.92 30 28.82 0.005 0.80 5.9 0.1 16 28.0 5.7 159.6 0.5 0.18 0 0 0.31 NA O.16 0.95 393.20 408.42 405.42 243.67 30 27.99 0.005 1.13 5.7 0.1 18 27.0 5.5 148.3 0.5 0.16 89 0.30965 0.60 NA 0.30 1.43 406.85 418.33 411.50 39.67 30 26.98 0.004 0.17 5.5 0.1 18B 26.7 5.4 145.1 0.5 0.16 90 0.32138 0.60 NA 0.30 0.47 411.97 418.33 415.33 284.77 30 26.69 0.004 1.21 5.4 0.1 20 25.8 5.2 135.2 0.4 0.15 12 0 0.26 NA 0.13 1.34 416.67 428.42 425.42 150.24 30 25.76 0.004 0.59 5.2 O.l 22 25.6 5.2 133.3 0.4 0.15 28 0.09277 0.35 NA 0.17 0.77 426.19 437.67 433.17 38.72 30 25.58 0.004 0.15 5.2 0.1 24 2.7 2.2 6.082 0.1 0.03 29 0.01693 0.15 N/A 0.07 0.28 433.45 440.58 434.25 35.01 15 2.73 0.002 0.06 2.2 0.0 24B 2.0 1.7 3.385 0.0 0.01 62 0.02356 0.06 N/A 0.03 0.09 434.34 440.67 436.00 35.73 15 2.04 0.001 0.04 1.7 0.0 26 1.1 0.9 0.994 0.0 0.00 39 0.00352 0.02 NA 0.01 0.04 436.04 442.92 436.52 39.69 15 1.10 0.000 0.01 0.9 0.0 26B 0.00 0 0 0.00 NA 0.00 0.01 436.53 442.92 346.50 117.35 15 1.78 0.001 0.09 1.4 0.0 4 0.9 0.7 0.626 0.0 0.00 89 0.00522 0.02 NA 0.01 0.10 346.60 357.33 351.10 40.24 15 0.88 0.000 0.01 0.7 0.0 4B 0.00 0 0 0.00 NA 0.00 0.01 351.11 357.67 INLET STATION OUTLET WATER SURFACE ELEV Lo Do Qo ZW Ss H£ JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo IIo Qw Vnv Q�'V� VZ/2g FL ANGLE He H� 1.3H� .SHE 431.00 33.58 15 1.28 0.000 0.01 1.0 0.0 76B 0.00 0 0 0.00 NA 0.00 0.02 431.02 436.67 430.20 53.33 18 8.35 0.006 0.34 4.7 0.1 76 2.2 12.4 26.89 2.4 0.84 11 0 0.93 NA 0.46 0.80 431.00 436.67 431.50 145.13 15 3.59 0.003 0.45 2.9 0.0 78 1.9 1.6 3.046 0.0 0.01 90 0.02698 0.07 NA 0.04 0.49 431.99 442.00 436.00 32.80 15 1.93 0.001 0.03 1.6 0.0 78B 0.00 0 0 0.01 NA 0.00 0.03 436.03 442.25 411.75 46.14 15 3.42 0.003 0.13 2.8 0.0 64B 1.5 1.2 1.904 0.0 0.01 89 0.0159 0.05 NA 0.03 0.16 411.91 418.42 412.35 32.70 15 1.53 0.001 0.02 1.2 0.0 64D 0.00 0 0 0.01 NA 0.00 0.02 41237 418.42 409.16 32.69 15 1.57 0.001 0.02 1.3 0.0 62B 0.00 0 0 0.01 NA 0.00 0.02 409.18 414.50 406.75 61.01 15 2.58 0.002 0.10 2.1 0.0 60B 0.00 0 0 0.02 NA 0.01 0.11 406.86 412.17 369.10 10.50 24 26.23 0.013 0.14 8.4 0.3 56 26.2 8.4 219.1 1.1 0.38 78 0.66051 1.31 N/A 0.66 0.80 369.90 377.50 373.93 70.72 24 26.23 0.013 0.95 8.4 0.3 56B 26.2 8.4 219.1 1.1 0.38 20 0.17325 0.82 N/A 0.41 1.36 375.29 392.00 388.52 62.11 24 26.23 0.013 0.84 8.4 0.3 58 25.7 8.2 210.2 1.0 0.36 56 0.48836 1.12 NA 0.56 1.40 389.92 402.00 398.60 62.12 24 25.70 0.013 0.80 8.2 0.3 58B 25.7 8.2 210.2 1.0 0.36 50 0.48836 Lll N/A 0.56 1.36 399.96 408.00 404.85 ]00.51 24 25.70 0.013 1.30 8.2 0.3 60 23.5 7.5 175.3 0.9 0.30 87 0.57184 1.13 N/A 0.57 1.86 406.71 412.92 408.27 57.56 24 23.47 0.011 0.62 7.5 0.2 62 21.6 6.9 148 0.7 0.26 18 0.07317 0.55 NA 0.27 0.89 409.16 414.58 409.77 86.19 24 21.57 0.009 0.78 6.9 0.2 64 17.6 5.6 98.52 0.5 0.17 69 0.26784 0.62 NA 0.31 1.09 410.86 417.25 414.35 35.87 24 17.59 0.006 0.22 5.6 0.1 66 14.3 8.1 116.5 1.0 0.36 41 0.38891 0.87 NA 0.43 0.65 415.00 419.50 416.37 90.89 18 14.35 0.019 1.70 8.1 0.3 68 14.1 8.0 112.1 1.0 0.34 90 0.68952 1.29 NA 0.65 2.34 418.71 427.00 420.95 32.62 18 14.07 0.018 0.59 8.0 0.2 68B 13.7 7.8 106.3 0.9 0.33 87 0.61651 L19 NA 0.59 1.18 422.13 427.17 424.20 106.93 18 13.71 0.017 1.82 7.8 0.2 70 8.4 6.4 53.55 0.6 0.22 0 0 0.46 NA 0.23 2.05 426.25 437.67 434.00 211.51 15 4.90 0.006 1.22 4.0 0.1 72 3.8 3.1 1L66 0.1 0.05 87 0.09734 0.21 N/A 0.11 1.32 43532 443.75 436.77 32.71 15 3.78 0.003 0.11 3.1 0.0 72B 1.8 1.5 2.642 0.0 0.01 49 0.0127 0.06 N/A 0.03 0.14 436.91 443.75 437.27 37.06 15 1.80 0.001 0.03 1.5 0.0 74 0.7 0.6 0.412 0.0 0.00 45 0.00198 0.01 NA 0.01 0.03 43730 445.67 439.25 39.70 15 0.71 0.000 0.00 0.6 0.0 74B 0.00 0 0 0.00 NA 0.00 0.01 439.26 445.67 423.67 32.77 15 1.47 0.001 0.02 1.2 0.0 52B 0.00 0 0 0.01 NA 0.00 0.02 423.69 430.00 411.83 32.67 15 1.32 0.000 0.01 1.1 0.0 SOB 0.00 0 0 0.00 NA 0.00 0.02 411.85 417.83 399.67 33.58 15 5.06 0.006 0.21 4.1 0.1 48B 4.4 13.4 58.37 2.8 0.98 0 0 1.04 NA 0.52 0.73 400.40 406.00 392.75 32.70 15 1.32 0.000 0.01 1.1 0.0 46B 0.8 4.4 3.298 0.3 0.10 0 0 0.11 NA 0.05 0.07 392.82 398.75 392.13 59.02 24 14.90 0.004 0.26 4.7 0.1 46 13.7 7.8 ]06.4 0.9 0.33 11 0 0.41 NA 0.21 0.46 392.60 398.75 393.45 153.08 18 13.71 0.017 2.61 7.8 0.2 48 8.1 6.6 53.57 0.7 0.24 ll 0 0.47 NA 0.24 2.84 396.29 405.50 401.83 150.62 15 8.11 0.016 2.37 6.6 0.2 50 5.9 4.8 28.19 0.4 0.12 0 0 0.29 NA 0.15 2.52 40435 417.83 413.33 143.45 15 5.88 0.008 1.19 4.8 0.1 52 3.5 2.9 ]0.06 0.1 0.04 0 0 0.13 NA 0.07 1.26 414.59 429.75 425.00 169.27 15 3.51 0.003 0.50 2.9 0.0 54 1.8 1.4 2.502 0.0 0.01 89 0.0209 0.06 NA 0.03 0.53 425.53 442.00 436.00 32.78 15 1.75 0.001 0.02 1.4 0.0 54B 0.00 0 0 0.01 NA 0.00 0.03 436.03 442.08 407.08 32.96 15 1.38 0.000 0.02 1.1 0.0 40B 0.00 0 0 0.00 NA 0.00 0.02 407.10 413.17 395.00 33.13 15 0.70 0.000 0.00 0.6 0.0 36B 0.00 0 0 0.00 NA 0.00 0.00 395.00 401.00 389.50 32.91 15 0.52 0.000 0.00 0.4 0.0 32B 0.00 0 0 0.00 NA 0.00 0.00 389.50 395.50 378.10 20.35 24 24.54 0.012 0.25 7.9 0.2 30 22.9 7.3 166.9 0.8 0.29 55 0.38766 0.92 NA 0.46 0.70 378.80 391.50 385.60 146.31 24 22.90 0.010 1.50 7.3 0.2 32 22.4 7.1 159.9 0.8 0.28 15 0.07902 0.56 NA 0.28 1.78 38738 395.50 390.77 75.13 24 22.41 0.010 0.74 7.1 0.2 34 14.9 8.0 119.9 1.0 0.35 90 0.70358 1.25 N/A 0.63 1.36 392.13 397.42 392.13 54.41 15 8.70 0.018 0.99 7.1 0.2 36 7.2 5.9 42.19 0.5 0.19 15 0.05339 0.44 NA 0.22 1.20 39334 400.67 396.33 134.39 15 7.20 0.012 1.67 5.9 0.1 38 6.7 5.5 36.51 0.5 0.16 17 0.04619 0.34 NA 0.17 1.84 398.17 407.83 402.75 97.20 15 6.69 0.011 1.04 5.5 0.1 40 4.6 3.8 17.5 0.2 0.08 15 0.02214 0.22 NA 0.11 1.15 403.90 413.00 408.00 101.08 15 4.63 0.005 0.52 3.8 0.1 42 3.8 3.1 11.92 0.2 0.05 30 0.04222 0.15 NA 0.08 0.60 408.60 418.33 413.67 100.59 15 3.82 0.004 0.35 3.1 0.0 44 2.2 1.8 4.024 0.1 0.02 88 0.0336 0.09 NA 0.04 0.40 414.07 423.67 418.00 33.21 15 2.22 0.001 0.04 1.8 0.0 44B 0.00 0 0 0.01 NA 0.01 0.05 418.05 424.00 SCOTT/R. CII3.LINSZ Lic. No. 035791,E p 11/12/21 O``SlnNTAT. z0,2s w J H W W O W CC _ d � ]OB NO. 182150 SCALE 1 "=40' SHEET NO. 30 GRAPHIC SCALE i, WITHRUBBERND HOSE GAUGE WIRE �.. 40 o as 4- DOUBLE Bo — WITH RUBER HOSE &TURNBUCKLES �\ 2"x2"HARDWOOD STAKE I c _s —s ss� CUT&REMOVE BURLAP FROM TOP �W W W W W W� \ ��`l.^� y `.� IN FEET 2/3 OF BALL AS SHOWN I— ... \\\,s —s s s 4 .5 �—. �.- 1\ y.+. y.+. �y / w .v .v w w .v v. w \ 1 inch = 40 ft. _ \ SCARIFY SUBSOIL TO 4"MIN. DEPTH 3TREETTREES HALSEYAVENUE UAP STREET TREES NG HALSEY AVENUE (TYP.) Evergreen Tree Planting Detail Not To Scale 1992 TREES UP TO y" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF y" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUTAND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO y" MIN. DEPTH COMPACTED SUBGRADE ORING BCRFO FENCE IL M {so ' Oa.. � CORD FENCE PVSRC FENCE CORRECT METHODS OF TREE FENCING 3.38 v SCOTT7R. CII'LLINSZ Lic. No. 0357911�1 p 11/12/21 o�SlnnrdT. E�r'l� Z Z 0 d w 0 0 J � I to =! In J I Q I Ou Ln F I z Vl 5 w 1 i I W C L z CY) N 1 N CD WCY) N N w i W 2 J J U) ■ 111 I- 0 /r L U W' Y W I— UlU' z /LU LU I..L U) J �/ f'W 1..1_ J Q 0 o O _ N l p ' \ ------ )' �� / ' / "+ / 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EXISTING PRESERVED n� !. \ \ �\ /' LOT / / \ 3 EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE PROPOSED LIMITS STEEP SLOPES (TYP.) \ I 44 / \ CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. OF CLEARING (TYP.) / / \ \ LOT I �- �� �� -J / ' LOT -// 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED iy WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 21 j \ \ / /f t• 7$ / 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE LOT / \ \ LOT / / /^ COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ///%� x 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. j / -\ \ �\ \ LOT // /.. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND LOT 22 �/IQTCHLINE -SEE SHEET 30 ., _ 43 77 / / PROTECTED. L / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR 20 \ \ \ ) / / �.,.,. I / / / \ 3_ / AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \ j , ✓' / OT / !. / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE LOT IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE 2 TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, / I BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND A LOT`, OPEN \ //\/`//c .. j LOT ;+ / 3 8. ANY DROTECATED. MAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED .OPEN / \ \ \ SPACE \� ` �/ - - / ! 75 /. IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS LIMITS OF OPEN SPACE \ \ 23 \ % / 3 // / INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. RR SPACE f LOT \,-.� 1 \ /�\\ \ - - / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE O GREENWAY PARCEL /,y - j \ / \ \ --- L.` / OT_. AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP / �' �� .. .. • . , \. \ ,�� AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING ,_ THE FINAL CLEAN—UP. .r YG+- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) Plate 3.38-2 L The fallowing items shall be shown on Me plan: U Treotobeseved; ® Limib ofdeazivg (outside dripnne of tines to be saved); ® Location and type of protafive fencing; ® omde enangea regpiriag tree weva prwaua; � Purposed tramkng or tumelivg beymid Me limits of clearing. 2. Msrkhm, ILI All toes tc be saved shall be marked with ,at or ribbon A a height doady visible D, eguspenent operators. Ll No grading shall begin=61 the to marline has been inspected and approved by a County Impactor. 1. PreConstruallon Conference: fl Tree presmaton and protecton meter¢a shall be reviewed with she contractor on site. 4. Epaipment Operation and Storage: Heavy equworu. velacular traffic and along¢ of corssturdan materials including soil shall not be pemtitted within the driplino of from to be saved. S. Sail Erosion and Stoeomeater Demntlpn Desk.: ILI Suchdavice shallnotadvemdya ecthemwbesav i. 6. Than � Fires are nos permitted within 1 W fe[ oftne dripline of taw W be saved. 7. Took Nlotermh: ® Toxic materials shall not be stored within 100 feet ofthe ddpline oftrms m be savN. S. Protective Fencing: EI Tremtobe Ma dwishin40feeetofapoposedbsfildiagorgmdingactivityshallbepotectedbyfmc g. � Fencing slsan behtplace mid atoll be mapectal and approved bye Comty Inspector prior to g<uding or mrafivctim. 9. Tees Wells: ® When Megrowdlevelmustbersedvitldn Medplineofatmetobasaved,atmwenshallbepmvdedmdaconst tradetail submitted for approval. 10. Tree Walls: ILI Whmn wgroundlevelmustbeloueredwitltinihedriplineatotobesmv d atreewallshallbeprovided,mdacons fionde L submitted for approval. 11. TrencMnamnd Tunneling: ZI When trenchipg is segwad witnin Ne lur¢ts of cleating, it aM1dl be done an fin away from the bwka oftaea ea possible. Tumeling coder.large tree shall be considered as an alternate. when it is ardicipated that nacmaary hmchiag will destay feeder roots. 12. Clete ® Protective Fencing mall be the lastitema removed dtaing trig fiml cleanup. 13. Daaaced Trees: ® Damaged.- I be asserted immediately by proring,fertitiasdon or other methods recmmnended by a nee specialist. NOTE:IT IS THE DE ELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 2/5/2021 CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Pane 1 of 1 1013 NO. 182150 f SCALE E SHEET N 31 450 450 445 r.1 OF BJ.= 5 445 P% 5\GN j 440 / \ 440 \ / HT. OF / EYE=3.5' \ 435 / / \ \ 435 / 43 ° / .,ti� EXISTING GRADE (TYP.) 430 425 / 425 SIGHT LINE PROPOSED GRADE (TYP.) 420 / 420 / HT. OF / / 4�5 013J.=3.5' 415 410 420 405 405 O lD 't O O O O f m ON m M d N .} O S d O S 00 O 'r .Mt N 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 LACONIA LANE & MARCELLA STREET INTERSECTION SIGHT DISTANCE 425 425 420 420 HT. OF / OBJ.=3.5' 415 / — 425 EXISTING GRADE / (TYP.) r o 410 �� 410 / / 405 / — — — — — ' / 405 / / /SIGHT LINE / / / HT. OF PROPOSED GRADE (TYP.) 400 �,z j EYE=3.5' 400 / LPN SXj� 395 395 HT. OF OBJ.=3.5' 390 390 00 00 ' V1 l0 00 O lm m 0 m 00col0 M dO j M rOV SV1 CO 0 O N S f V1 ^ H MS ,y mrl m m m m It S 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 LACONIA LANE (EAST) & SABLEWOOD DRIVE INTERSECTION SIGHT DISTANCE VERTICAL GRAPHIC SCALE 5 0 2.5 5 i0 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 46o 415 HT. OF 415 OBJ.=3.5 \ 410 \ 410 \ ego, O 4 5 \ EXISTING GRADE (TYP. ) 405 PROPOSED GRADE (TYP.) \ — / 400 ` HT. OF EYE= 400 .5' —�SIGyT DlS A/VCE,�\ 395 395 HT. OF OBJ.=3.5' 390 390 O) M O) l!1 N Ln 00 l0 00 N � Vl O N N .} O .t 0) Hi 0) l0 M O Vl Vl N 't 0 �., N O N ^ 0 O r! ~O O 00 O O N Ol 4 m m A .~T S S It It It .t d It It It m S m 1 m -t m m m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 LACONIA LANE (WEST) & SABLEWOOD DRIVE INTERSECTION SIGHT DISTANCE 46o 455 \ 455 \ HT. OF /GyT DIST _ NGE=33� \ \\ 450 OBJ.=3.5' 450 ROPOSED GRADE (TYP.) \ SIGHT LINE HT. OF 445 \ EYE=3.5' 445 440 \ \ SSG 440 \ \ 61S \ \F 3\ \\ EXISTING GRADE (TYP.� \ 435 \ 435 430 \ 430 \ HT. OF \ 0131=3. ' \ FUTURE ROAD GRADE 425 \ 425 420 \ 420 \ 415 \ 415 \ \ 410 410 405 \ 405 400 I1 1 1 400 O HO O HO O O O 0Ol 0) CO H N 00 M O Hp . M O) . 01 V C1 O lD O O l0 O O lD 6 Ltl Vl 00 .t 00 Hi d cl .t m + n N ^ N N N .t H + 00 Ol o6 n N ^ Ol 00 d) a� Ln a ID 10 � a� d 1 m N N Hi m 0) m m 00 m m 00 m 0+00 0+50 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 MARCELLA STREET (EAST) & HALSEY AVENUE INTERSECTION SIGHT DISTANCE SCOTT/R. CaLLINSZ Lic. No. 035791 .1, p 11/12/21 �1 z O J V/ u Z w o v) O z J 0 Q H > z W I W ce 1� (D id w ul z J J 0 u ti M M O� N M N C) N N Lu J Lu H 0 Q U Lu Lu Lu C0 Lu O O N Ln z W f f 0 0 0 Ln Q z M O V W J Q f W Ca J Q W Lu a 0 W Ln W z Q J Q 0 I..L Q z LL. Lu J 1 LL' O �--I Lu 06 z Q rl � i = U �? M0 W J J H� O O/ 0L m W F- JOB NO. 182150 SCALE 1 "=50' SHEET NO. 32 / 455 / 455 / E=33� HT. OF 45o SIGHT LINE / SIGHT p15� N OBJ.=3�5' 45 0 T / 445 �HHT. OF =3�5' 445 / / PROPOSED GRADE (TYP.) 440 440 435 435 430 430 i 425 HT. OF 4z5 OBJ.=3�5' UTURE ROAD GRADE / XISTING GRADE (TYP.) 4zo / 4zo 415 / 415 / 4io / 4io / 405 405 400 / 400 395 1 j 395 390 \ 390 \ J 385 385 M M M N �/1 1p � l0 ~ •i M n ~ l0 N M ~ S M � O M ~ O O ~ O O O O N Ol ry n W ^ rl Ol rl W O � pp 'i � �t N � Ol N � l0 M � .} � O l0 O O lD O O l0 O M � M M � M M � M O �y ry ry M � � � .t � � ,TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 °n 11/12/21 oIONAL E�Ol F F z z w w f f VERTICAL GRAPHIC SCALE o 0 5 o 2.5 5 to z ot3 a3 O ( IN FEET) 'w F Q Ln Ln 1 inch = 5 ft. V/ a Q Q wco Z 7) z z HORIZONTAL GRAPHIC SCALE O o Q 0 0 46o 460 50 0 �5 50 goo �"� > Z C � .. f f ( IN FEET) 1 inch = 50 ft. Lu Was ce �Ln > > 420 420 r-I rl N w N N O O O N Q Nrq ti C? z ® M N Q ��I o 0 W N N i Q ® -1 z (J) J � W � J ILL. ® Lu O ur rl W J � Q� Q A U � � rl h—I ' ^ U W CD LLI J CO F--I L J Q 0 O N uw w O w JOB NO. 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+50 6+oo 6+5o 111 = 50' MARCELLA STREET (WEST) & HALSEY AVENUE INTERSECTION SIGHT DISTANCE SABLEWOOD DRIVE & HALSEY AVENUE INTERSECTION SIGHT DISTANCE SHEET NO. 33 HT. OF OBJ.=3.5' \ 415 \ 415 4io 4io 405 405 � SIGHT LINE 400 400 \ \ � XI STING GRADE (TYP.) 395 395 HT. OF EYE=3�5' � 390 � 390 385 385 380 380 PROPOSED GRADE (TYP.) s ems, 375 375 370 � 370 365 � 365 HT. OF oBJ.=3.s' 360 360 355 355 1p Ol � rl � Vl � �t � W M t0 M O 00 N Ol �Y •i n ri � � F W N O ci � O ci N Ol O � 00 O � Vl O f�l M O O � O O M n Ol � M Ol � •i Ol W S N � ci OD 1 n 1� r.j ri ri O S O � � � � ^ ^ � � � 38o 38o ,S,TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 °n 11/12/21 oIONAL E�OlLn Ln z z f f 0 0 U U O O z ot$ ot$ O J Q Q ¢ Ln Ln a a Z w co z z o Ln > O z Q o 0 0 rn F--J J z � H m m Lu W as �Ln wW r r r It It It W N N O O O N Q � � N o+oo o+So i+oo i+So z+oo z+So 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+so 10+o0 N r HALSEY AVENUE & POLO GROUNDS ROAD INTERSECTION SIGHT DISTANCE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET) Gn 1 inch = 5 ft. 445 445 I� M z HORIZONTAL GRAPHIC SCALE CY) Q 50 0 3$ $U 100 ® \MV ( IN FEET) Q 1 inch = 50 ft. N Q O 0 46o 46o 0') ,�/ N 0. > Q J z U) J I� W C,21LL J L~L. W O i 0rl W C6 Q Q U) LLI U U ulc0 0 W CD zLu J U J _ W J Q 0 O N u W w W O' _ 0 V It It 4 It It It It It 4 JOB NO. 182150 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o SCALE MARCELLA COURT & MARCELLA STREET INTERSECTION SIGHT DISTANCE FUTURE BLOCK 18 ENTRANCE & HALSEY AVE SIGHT DISTANCE PROFILE 1"=50' SHEET NO. 34 375 375 \ HT. OF OBJ.=3.5' \ 370 � \ 370 \ 365 365 \ � oo, SIGHT LINE \ \ 360 \ — 360 SIGHT DISTA CE�o'_ HT. OF 355 OF — J 355 --HT. EYE= 3�5' PROPOSED GRADE (TYP.) � / 350 \ EXISTING GRADE (TYP.) 350 345 345 I� O O O T 'i Q1 l!1 00 I� Ln O O n 01 I� Ln N N O ^ � N O 1p O �t �t M N O n W W Ol O N In n M M M M m m M M M M M M M M M M M M M M M HT. OF OBJ.=3.5' 440 � 440 435 435 43o EXISTING GRADE (TYP.) ° 430 / \� 4�5 i ROPOSED GRADE (TYP.) 4�5 SIGHT LINE 4zo / 4zo NCE'i � i HT. OF EYE=3.5' S GN�i 415 / 415 HT. OF / / OBJ.=3.5' 4so / 4so / / 405 / 405 400 / 400 395 395 00 � l0 � M �j O � I� ^ W � Ol � ry N OD � .t S Ol � O � lD �p / / / 455 455 HT. OF 450 450 i 445 i 445 SIGHT LINE / / EYE=3.5' 440 / 440 435 EXISTING GRADE (TYP.) 435 �ROPOSED / / GRADE (TYP.) 430 430 4�5 4z5 HT. OF OBJ.=3.5' i i 4zo 4zo N � O Ol � N O O In L!1 ~ W S M M Vl O W In Ln S M Ql �t N l0 S O 'i m Ln In O O ry W M O N '.j M N S N 00 � O M 'i � ^ �Y l0 M W � Ol O O O N N